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Genie User Manual Volume 6

1. E 196 4 18 1 capaci PONCE ITO CICS anti 196 4 18 2 Capacity FANELLA DES eot beta A teet Sule tached a Ma uS hopes a uerus pre ELI UR Gas E ERU LIEU 197 41921 Capacity Model Locale ordinate System cido I A A dia 197 AN DS NIT 197 Az dealhzatton NESTORIA AAA ARAS ARANA AAA AAA 198 LAE NO 198 NIU MEME Etre 198 2 19 2 0 A ek ege DUO TR Edo UR DDR eg ORE VoU UL Ta ee ata EO Fe DEOS GC TN ea 199 dtor Cler Labe TREE E ET E AET E E E O O AT EENT 200 4 18 3 Capacity Pane Color GOGE statem SA A AS 200 4 18 4 Capacity Panel CSR Tank SPECTO orense ae tennan idad 201 4 18 4 1 Start PULS Advanced Viewer Current loadcase cccccccccccssssssssssssseeecccccccessanaeeessssseeeeecceeeeeeeusaeeeesseseeeeeeeess 201 4 18 4 2 Start PULS Advanced Viewer All loadcases ccccccccccccccccanseessessseeecccccccceccaaaeeessseseeeecccceeeseeaaeeaassseeeeeeeeseeaaas 202 4 18 4 3 Start PULS Excel Spreadsheet Current loadcase ee eeeeeeeeeieieeeee esee esses eee t aeta aan ah esas saa a seda aaa a aaa a aa na 203 4 18 4 4 Start PULS Excel Spreadsheet All loadcases oooooonnnnccoconccccnnonnnonononnnncncnnnnnonononnonononnnnnnncnnnnnnnnnnnnnnnnnnnnnnnnnnnnss 204 5 SHORT COMMANDS AND WINDOWS COMPLIAN QE e eee eee eee eee eoo ree e o eee eee ee eee ee ee ette sees eaae 205 6 THE COMMAND LINE INTERFACE SYSTEM eee ee eee e eee eo teet
2. gas w H gt 7 V9 9 9 se PukEce Cc rn2 xs Compatibility Mode Microsoft Excel 4 EL 0j File Home Insert Page Layout Formulas Data Review View a o So E ze sos Arial jo JA a Wr gt T E Wrap Text General d E a Lj CHE Es Atosun AY j Ba Copy p i E Fin Paste T BZIU IrfB v mE amm ad Merge amp Center ag o lt 9 00 Conditional Format Cell Insert Delete Format Sort amp Find amp GV Format Painter ii aA Fc id Merg E u Formatting as Table Styles M M M Q2 Clear y Filter Select Clipboard P Font F Alignment F Number F Styles Cells Editing A21 v Fe Cc1 run 2 panel PI905 11 LC3 M C D E E G H J K L M N oO E Q R S T 1 2 3 PULS 2 0 Unstiffened panel U3 input DNV 6 T 8 9 Clear input sheet Import unstiffened panels from Calculate panel s Define corrugated panel Calculate and export panels to Allowable usage factor Row byrow 8 Delete old results Ultimate capacity nuc 1 Buckling strength nas Combinations ofinput Save old results Please see comment boxes cells marked with red triangles for further explanation of features input A panel illustration is found in the description sheet Identification Length of Width of Plate Modulus of Poisson s Yield st Transversal Transversal Shear Pressure In plane Rotational support of panel plate plate thickness elasticity ratio plate stress stres
3. on code at vise epi ie Curie Pie Characters Fr o Cheeses a ad at ie papers re pes aee S 0 memet i nde a ie proper memes Renforcomems o meses 7 ar nde at ie proper mmm a mese cr cad a ie proper mower weSmemenpe o smemenpe nde te proper maes rutas 0 menm cr cad at ie proper DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 171 11 April 2011 1 level browser Available commands Available sub commands Pew We Serf NENNEN Colour code all visible properties NA 3 6 Structure sume A fr O ree AA ri O rr rar gs rot O NeeiuMms os O sion 1 l1 New Support Rigid Link 3 7 Utilities mas IEA A LS Emm Mmarsier Guiding comes on Guide Piane O 7777 NN css iy Care NN _ m mme Mw ramis Mw Denm MwMabPioy edv S MENDA NENNEN User Manual Vol VI DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 172 3 7 1 Mesh Priority Sets Purpose To define mesh priority sets that can be used during meshing A mesh priority set will denote the meshing sequence A mesh priority set is defined from the command New Mesh Priority by right clicking the sub folder Mesh Priorities There can be several mesh priority sets but only one can be used for a meshing activity When pushing the button Add Mesh Priority a new priority is cr
4. DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 17 11 April 2011 2 1 8 1 Structure Purpose To document the structural parts as shown to the right The tick off 1E Report marks indicates program default 1010 ci Beam Coordinate Beam Property Beam Hydro Property Beam Eccentricity This command is scripted and the scripting is dependent on your choice for Beam Log diam which parts to include in the report Typically parts of it may be Beam Hinge Beam Segment al Report a Plate Coordinate P Plate Property Support Boundary Conditia al add ChapterStructure E cd zi Support Stiffness Matris al element 1 add TableBeamCoordinate EAE Support Rigid Link al element 1 add TableBeamProperty Ee AES Joint Details al element 1 add TableBeamHydroProperty LIE Es ci OE FEM Elements 2 1 8 2 Properties Purpose To document the properties as shown to the right The tick off marks Arie indicates program default ME Section Properties ME Thickness Properties ME Material Properties ME Mesh Properties This command is scripted Typical parts of it when saving it as a Word ME Hydro Properties document 4 Section Derived Properties al Report a al add ChapterProperties al element 1 add TablePropertySection al element 1 add TablePropertyHydro al element 1 add TableSectionProperty al saveAs al doc mrWordXML 2 1 8 3 Masses Purpose
5. Poly Curve fq Guide Arc Elliptic a Guide Circle pay Model Curve Fillet Curves Guide Plane Dialog Poly Curve Dialog Guide Line Dialog g Fillet Curves Dialog Guide Point Dialog ER Guide Plane Guide Point Guide Line r Guide Spline I Poly Curve fq Guide Arc Elliptic 0 Guide Circle Ae Model Curve Fillet Curves Guide Plane Dialog Poly Curve Dialog Guide Line Dialog g Fillet Curves Dialog Guide Point Dialog HH Guide Plane Guide Point Guide Line r Guide Spline iit Poly Curve fq Guide Arc Elliptic m Guide Circle pg Model Curve 5 Fillet Curves DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 75 11 April 2011 2 4 10 Profile Purpose Insert a profile to be used for punching or cut operation from ToolslStructurelPunch See Section 3 6 7 of User Manual Volume 1 for details on how to use this feature E MM Guide Profile Properties Rounded Rectangle Height n X width This command is scripted Typically m Xx Manhole ProfileRR 2m 1m 0 25m Radius m x ck Cancel 2 4 11 Equipment Purpose Define prismatic equipment for use in Insert Equipment load cases to generate masses or loads For further M quipmen details see Section 3 9 of User Manual Volume 1 aul Equipment This command is scripted Typically with height 2m length 5m width 3m and mass 1000 tonne Equi
6. Input Units Only when reading command files Database Units Length m Mass Force NO Angle Temperature Em Time m Input Units deo EENHM General y 6 General 6 General 6 General l 6 Reset to database units Notice Results will be stored and presented in database units only Derived units will not be updated until you press apply Display Format Display Precision DK Cancel Apply Use second order elements Superelement type fi v Always simplify topology Split periodic geometry if needed Element preferences Prefer regular mesh m x n v Allow triangular elements v Prefer point mass as node mass Use drilling elements Use eccentric hinges m Scantling idealizations Thickness nsGross Ignore beam eccentricities 9 q Details gt gt gt General Max Min Angle Jacobi Eliminate edge Chord Height Other preferences Include unused properties v Automatic load combination FEM numbering Round off Mesh Density v Adjust number of elements 9 Y Write loads separate 92 m Naming preferences Use long LoadCase names Use long Set names Use long Property names m Face mesher Advancing front quad mesher Advancing front triangle mesher Sesam quad mesher m Edge mesher Uniform distribution C Linear distribution v Remove intemal vertices
7. Punch eg Curve Punch This command is not scripted Split Verify Stand Alone Beams L Stand Alone Beales Number of selected elements 0 Show Selection t Show Complement Create Named Set Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 118 11 April 2011 2 5 5 Dimension Find length between points or angle between beams 2 5 5 1 Create Dimension Purpose Find distance between two points and present the value graphically This command is not scripted 2 5 5 2 Angle Between Purpose Find angle between two beams and present value graphically This command is not scripted 2 5 6 Customise The customize pulldown menu allows you to specify options for how to print pictures and define settings for default names 2 5 6 1 Print Purpose To decide whether to include a border around 2 graphics and or reverse black and white background when Ill Customise printing a picture Notice that these settings do not apply for Print Default names picture generations Bue rr Include border around graphics This command is not scripted Reverse black and white OF Cancel Apply GeniE 119 DET NORSKE VERITAS SOFTWARE Version 5 3 2 5 6 2 Purpose To specify a default naming schema See Section 3 1 9 of User Manual Volume 1 for more details Default names The program default names are shown to the right This command is scripted By mo
8. 2 2 6 6 Plate type Purpose To create a non structural or membrane plate type Notice that the non structural plate is used solely to close a volume like a compartment and that the non structural plate does not carry any loads or contributes to the structural stiffness The membrane plate will ensure that a plate will be represented as a membrane finite element when creating a FE model This command is scripted Typically MyNonStructPlate PlateTypeNonstruct MyMembranePlate PlateTypeMembrane 2 2 6 7 Purpose To create a mesh density that can be applied to a plate a beam or a feature edge Mesh Property This command is scripted Typically MyMeshDensity MeshDensity 2 5m It is also possible to define number of elements that can be applied to a beam or a feature edge This command is scripted Typically MyMeshNoElements NumberOfElements 6 GeniE User Manual Vol VI 11 April 2011 Create Edit plate type Non Structural Membrane e Cancel Create Edit Mesh property Mesh Density Number of elements s New meshDensity v Allow edit Element Length m x Growth rate Element Length k Cancel Create Edit Mesh property Mesh Density Number of elements New NumberOfElements Number of Elements Allow edit Cancel DET NORSKE VERITAS SOFTWARE Version 5 3 2 2 6 8 Purpose To create a property to decide which beams t
9. DET NORSKE VERITAS SOFTWARE Version 5 3 Output GeniE User Manual Vol VI 97 11 April 2011 Under the Output tab you can specify the overturning moment reference point how much to add to the printed file from Wajac and details for the loads interface file The Moment reference point about which the overturning moments are calculated are by default at the mud line directly below or above the origin of the global coordinate system An alternative point may be specified by you t Edit Wave Load Run amp gb Run amp nalysis4 step 2 v Wave load condition Condition v Load calculation Added mass and damping only Data check only Y Automatic generation of input files 92 Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options Global results Print file Loads interface file Moment reference point 9 Pointo m0 m0 m This command is scripted By specifying the z value to 50 meters typically Analysisl step 2 output globalResults momentRefPoint Point 0 m 0 m 50 m The Print file option allows you to add additional details to the Wajac listing file from the hydrodynamic analysis Under Structure Set you can select parts of structure that should have force intensities printed The selected sets will be included in the Add operations for Deterministic and Fluid kinematics 14 Edit Wave Load Run Run Analysis4 step 2
10. Here 4A K I Be Ss lt P Skin Loft Curves yir Flat Region E Interpolate Met of Curves Sweep Curve Flat Plate is the active operation of the tool button Skin Loft Curves option selected E Flat Plate pF SkinjLofE Curves yr Flat Region E Interpolate Met of Curves Sweep Curve pe LEA lA Kola Skin Curves is the active operation of the tool button The other available choices behaves in the same way when it comes to selecting and setting them active The tool buttons are grouped in eight Toolbars described below All tool buttons have tool tips these are listed in bold 2 7 The Main toolbar BENT 8 hC C Dg gx New Workspace Create a new workspace DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 123 11 April 2011 Rotation in all 3 degrees of freedom use right mouse button RMB Zoom Zoom in or zoom out RMB Place pointer to decide where to zoom Moving mouse upwards or to the right mean zoom in while down or to the left means zoom out Zoom rubberband Create a rubber band to zoom in RMB Automatic scale view so that whole model is shown on display continuous spin Ree grapes Ces wp api anne nen e onea Tememoryerskemerelm jm eee view omiometiopont m freona vierie xa om uertmy Viewin osve vao Save Model View Save and retrieve a model view TE tas T Display beams in outline vie
11. Section qetSeqmentSection int Point intersect Plane3d plane DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 210 11 April 2011 Function Summary Model0bject copy3Point Point spl Point sp2 Point sp3 Point dpl Point dp2 Point dp3 Scroll down to Copy the object without scaling from one location fo another copy Rotate to fin d out Model bject copyMirror Point pl LengthVector3d v1 Mirror a copy of the object around pi and vi how this command works Model0bject copyRotate Point pl LengthVector3d p2 Angle angle Rofate a copy of fhe object around pi and vi the angle angle Array copyRotate Point pl LenqthVector3d p2 Angle angle int n Make n copies of the object incrementing the angie for each copy copyRotate Point pl LengthVector3d p2 Angle angle int n NameMask nameMask Make n copies of the object incrementing the angie for each copy By clicking the link copyRotate you will get a detailed description of this function as follows ModelObject copyRotate Point p1 Length Vector3d p2 Angle angle Rotate a copy of the object around p1 and v1 the angle angle Decription Make one copy of the object The transformation is defined as counterclockwise rotation around the given axis vector at the anchor point Parameters p1 Point on rotation axis p2 Rotation axis vector angle Rotation angle Returns the copied object Example Rotate Bml
12. True implies that the input files for Gensod and Splice are automatically generated In other words if you modify one of the parameters this file is automatically updated prior to the next analysis run If you want to have a manual control of the input file you should deselect this option In this case a Generate input files button appears When you click on this button you create an input file based on the parameters defined This file may be edited and changed See also the previous section for linear static analysis on how to control and edit the input file When deactivating the automatic input generation it should be noted that changes in the environment structure or properties should not be performed as then the correspondence between the GeniE concept model and the Gensod and Splice input files may become out of sync and invalid F L Edit Pile Soil Analysis b Run amp nalysisl step 3 Linear calculation Soll Splice f Nonlinear calculation Wave load condition Condition Data check only gt Automatic generation af input files Material coeffs Curve generation Group effects Loads at surface Material coefficients on Tan phi on Shear Strength on Skin Friction on File Tip Resistance eh o off of of o OF Cancel Apply This command is scripted By activating the option Automatic generation of input files typically Analysi
13. 26meshcontral C Chedid this User Manual Typically 451724 chedid2 O COPYFRAME C Description Command iC arga Hold Madal complete jdnyv_test_i 5 Aries S Fggf Graphics savelmage name width height 4 TIT gt File name models Save as type GIF gif Cancel 2 1 7 Print graphics Purpose Print a graphics file directly on printer z Print id x Printer Name Microsoft APS Document writer Properties Status Ready This command is not scripted Type Microsoft P5 Document Writer Where X XP5Part Comment Print to file Print range Copies t All Number of copies 1 ES PEELE Cancel 2 1 8 Save report Purpose Save a print of your model to various formats for viewing in a notepad editor an internet Define Report D iption C d V Journal report ti Create Close explorer MS Excel or MS Word The formats are DEREN text HTML and XML Description Commands Available Chapters This command is scripted and the scripting is dependent on your choice for which parts to include in the report Typically parts of it may be Add Selected Plate Code Check jacket ccl Report jacket cc J acket_ccl add Chap t er Lo ads Override Number Format Number format Scieniic Jacket_ccl element 1 analysis PST Precision 0 jacket_ccl element 1 add TableLoadCase chun eat jacket_ccl element 1 add TableLoadSummary ENS ee
14. Delete loads Os Not Started 1 1 2 Generate loads Os Mot Started In the example above the wave load condition Adi ii i iid m 1 1 4 Generate mesh os Mot Started Condition has been chosen 1 2 Wave Load Analysis C Us Not Started 1 3 Linear Structural Analys Os Mot Started 1 4 Load Results Os Nok Started To run the analysis it is required to define dd Activity Monitor bd execution directives for Wajac This is done by eem editing the activity Wave Load Analysis Journal activity executions Activity Duration Status Generate Input 9 9 1 Analysisi Analysis Os Not Started M4 1 1 Meshing Always Regen Os Not Started LA 1 1 1 Delete loads Os Not Started LA 1 1 2 Generate loads Os Mot Started LA 1 1 3 Delete mesh Os Not Started 4 1 1 4 Generate mesh Os Mot Started 2 Wave Load Analisis Y i kr 1 3 Linear SEruckur JE pit activity 1 4 Load Results Wwajac inp majac lis DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 93 11 April 2011 2 5 1 2 3 1 Load calculation A wave load calculation performed in GeniE by use of Wajac must be a deterministic time domain analysis The type of load calculation is determined by the hydro condition dataset selected The following input parameters should be considered depending on your task the dialogue below is filled out with data from a typical wave load condition Condition L amp Edit Wave Load Run 2 D Run v Wave lo
15. Nonstructural Truss Shim Inner Beam IV Allow edit New InnerBeam Total spring constant C Fully coupled A a S Iv Y Z symmetry Y Axial stiffness NA Shear stiffness Y Nm Shear stiffness Z N m Torsional stiffness X N m Rotational stiffness Y 0 N m N m Rotational stiffness Z WN N m Cancel ppl t Create Edit Pile Characteristics Pile Characteristics New PileTypet Iv Allow edit Density of soil fluid inside pile Kg m 3 Pile boundary condition C Pile tip is fixed C The pile is assumed to be infinitely long beneath the tip The pile is assumed to be infinitely long beneath Z rr m Stiffness Replacements ignored if value is zero Axial stiffness replacement ON N Bending stiffness replacement 0 N m 2 N m 2 Shear stiffness replacement JON N Torsional stiffness replacement 0 N m 2 rad N m 2 rad Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 46 2 2 6 14 Wet Surface Purpose To define a wet surface to be used by a panel model outside wetted surface and compartment definitions and for load application to plates and shells This command is scripted Typically MyWetSurface WetSurface 2 2 6 15 Content Purpose To define a liquid or solid content for use when filling a compartment This command is scripted Typically MyLiquidContent LiquidContent ctFuelOil 900 tonne
16. Redo gt 8 Command line entry User Undo lt Redo gt setUndoMarker yourname Recess noes es 0000 08 Cancel Apply DET NORSKE VERITAS SOFTWARE Version 5 3 2 2 4 Copy Purpose Copy a selected object using translate rotate mirror 3 point position or a general transformation This command is scripted The scripting depends on which operation that is carried out Typically for a copy translate operation of beam Bml 10 meters in global z direction Bm2 Bml copyTranslate Vector3d 0 m 0 m 10 m 2 2 5 Delete Purpose Mark a selected object and delete it GeniE User Manual Vol VI 33 11 April 2011 Translate Rotate Miror Scale 3 Point Postion General transformation Translation Vector Vector3d 0 m m 10 m Copy f time s Iv Preview Cancel Apply This command is scripted The scripting depends on which object is deleted Typically for a delete operation of plate PI Delete Pll 2 2 6 Properties Purpose Edit and modify a property library The commands for each of the available properties are shown in the following They are all accessed from the following menu no effective flange Create Edit Effective Flange Set Default NET More details may be found on GeniE s help pages under Reference Documents gt Beam Section Parameters DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 34 2 2 6 1 Section Purpose To define or edit a
17. UFTot LC LIField WidEhB YieldStrength Clear Labels DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 200 11 April 2011 4 18 2 7 Clear Labels 4 18 3 Capacity Panel ColorCode The result for NetThick is used as an example to show how colour coding works Properties mw Results MetThick UFBuckComb LIFBuckSigmax Mamed set LiFBucksigmaY view options UfBuckTau visible model UFTot UfFYield ieldstrength ColorCade MNetThick 0 011 0 012 0 013 0 014 0 015 0 016 0 018 0 019 0 0205 0 027 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 201 11 April 2011 4 18 4 Capacity Panel CSR Tank Specific Start PULS Advanced Viewer Current loadcase Start PULS Advanced Viewer All loadcases Start PULS Excel Spreadsheet Current loadcase Start PULS Excel Spreadsheet All loadcases Properties Labels ColorCode Named set View options Visible model 4 18 4 1 Start PULS Advanced Viewer Current loadcase Start PULS Advanced Viewer Current loadcase Start PULS Advanced Viewer All loadcases Start PULS Excel Spreadsheet Current loadcase Start PULS Excel Spreadsheet All loadcases Properties Labels ColorCode View options Visible model A PULS Cci run 2 panel PI905 11 LC3 U3 gt File Edit Panelsettings Solve panel Results Capacity Curves Animation Window Help ojal S ejej n z v e Aj l
18. sigmay 0 Tauxy o Results Buckling Assessment Method From Structure Q Include Y Panels Loadcases General Panel CSR Tank Panel Type From Structure 9 UNSTIFFENED STIFFENED r Geometry From idealized Shape Im From Idealized Shape m Average From Structure y ml In plane Support Integrated Y Rotational Support Left Simply Supported y IM Right Simply Supported y IN Simply Supported IN Simply Supported INI v Indude Lateral Pressure Adjust Stress Stress Scaling Factor Sigmax 0 Sigma 0 Tauxy o r Results Buckling Assessment Method From Structure Q Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 147 11 April 2011 3 2 4 3 8Danish Standard DS 412 DS 449 8 Properties Purpose To define global and member specific code Object Properties Edi Code Check Fun checking factors according to Danish Standard DS 412 and Capacty Manager c1 DS 449 Code Check Danish Standard DS412 D54 Include v Members v Joints Loadcases General Member Joint This command is scripted typicallywhen modifying the MG buckling length eee DINER Ccl AddRun DSRun A L zl Ccl run 2 memberOptions bucklingY BucklingLength I a ES z 1 f about z axis Y y z symmetry Buckling length Member Length z im Ccl run 2 memberOptions bucklingZ
19. 1 Analysisl step 2 deterministicSeastates seastate 3 dataPhase NoStretching 10 deg 36 true NoDesignLoads I 1 Analysis1 step 2 deterministicSeastates seastate 4 dataPhase NoStretching 10 deg 36 true NoDesignLoads I 1 Analysis1 step 2 deterministicSeastates seastate 5 dataPhase NoStretching 0 I true NoDesignLoads 1 1 Added mass and damping only Added mass and damping are calculated and written to the Loads Interface File independently of the choice of load calculation type The default value is not to calculate added mass and damping for transfer to subsequent dynamic structural analysis Include internal water option involves that added mass is written to the Loads Interface File including internal water in flooded members 14 Edit Wave Load Run gb Run Analysis4 step 2 Wave load condition Condition1 e Load calculation Added mass and damping only Data check only V Automatic generation of input files 9 The Use C_m 2 0 option involves that C_m Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options 2 0 added mass coefficient 1 0 1s used for all elements irrespective of the Cm values used in the force calculation Calculate damping Calculate damping option means that damping is written to the Loads Interface File This command is scripted By selecting the above options above typically Analysisl step 2 addedMa
20. 2 9 9 2 New manipulado ataco aaa ro alec oa waa ea but euer a dett Rue M fecto uta 57 2 23 53 DM lia ad om Stee Pet veces de se oM iM Ses Reece each SI DIM MU MALI SUI quU UE 57 2 3 5 4 DE SOON ns TORRE TOE Ee TR TTC EM broma tona iot cote ponts uto or en mee Me itor d Lone dt opea ola trea dia 58 2 92 91 eM T RN R 58 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 3 11 April 2011 2 5 5 0 Create Meda clado oe oett bns repost ttis 58 23 55 peraut PIODO 1s eke men ener ee Rint r dba 58 2 3 5 8 OAC d SC unan cr sre ERE RU e ato aL IU CoD aii TANGAT anaes 58 OP MNT S ODOM A T E CI O M 58 2c THB ENSERT PULEDOWN MENT diee esu edo A A dpt atat ie EA A A uaa natal divested tude AS 59 ZA Dr C A M E 59 2 4 1 1 odo I Yer del BAG LOT RON E O ODDO EU NI END MS 50 2 4 1 2 SADED dio t A 60 2 4 1 3 Sicatehb OVerPappime Delante s PUMA OLEO iUe 60 2 4 4 A sitet Db auiem s toL ocu placito uoc t dd M decer 60 2 4 1 5 Curr Cd Beds Gossau eqni e Rey ene reer o 60 m LEES LU mmm 61 2 4 2 1 Flat PAA Dilo ta is T rH E 61 2 4 2 2 Sweep CV SS Dilo iia USAS A doe eee ee aa 61 2 4 2 3 ladri T cts Setar E ER OO A 62 2 4 2 4 Skim Eon CV CS ira UT STE 62 2 4 2 5 ISP IUS MOM da ASA DU R 62 2 4 2 6 CurvesNet Interpol abl Orta dete ido ud evite osos Eod RU eta EE Coed ori die ASA A Ud date dut equus fe ba DU NR se US 63 2 4 2 7 DEED UL VE suras E RN NAI 63 ZU YOU POUT us
21. 462e 005 m 2 s m 2 s Cancel t Create Edit Location Name Location Gravity 3 80565 m s 2 m s 2 Air Water Soil Density flpsKgi 3 Ka Kinematic viscosity fI18e008m 2 s aa m 2 3s Waterline Z Or m L amp Create Edit Location gt Name Location Gravity 9 80665 m s 2 m s 2 Air Water Soil Seabed Z mudline 1 m m Seabed delta Soil layers relative to seabedZ Y Soil layers DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 86 11 April 2011 2 4 15 2 Insert Deterministic Time Condition Purpose To define how the environmental data will be used in a deterministic time domain analysis The picture below shows that there is no default values set up for the wave load condition As a minimum the values for a regular wave set and the wave model must be specified to create a wave load condition The relevant data for Current Wind Direction Set Phase set Wave height set Wave height function may be defined from this dialogue or from the browser Environment gt Directions or Environment gt Water See next Chapter for details The Wave model may be of type Airy CalmSea Cnoidal Stoke5 or StreamFunction For StreamFunction it is also necessary to fill in the order as an integer between and 24 14 New Wave Load Condition Deterministic Time Q Name Condition4 Wave components Assign wave component properties 9 Q2 iv Regular wave se
22. Furthermore the profile coordinate system is aligned with the global y direction and the length of the cut profile is 5 meters Man hole punch Point 1 m 1 m 1 m Vector3d 1 0 0 Vector3d 0 1 0 5 2 5 4 3 Curve Punch Purpose Remove all structure within a volume as defined by a selection of curves that form a closed loop and a given vector or a curve For more details see Section 3 3 1 10 of User Manual Volume 3 This command is scripted typically when using curves Curvel Curve 4 making a closed loop and a vector of 10 meters in negative z direction PunchWithCurves Array Curvel Curve2 Curve3 Curve4 Vector3d 0 0 10 User Manual Vol VI 11 April 2011 Simplify Topology Heal Structure Split Periodic Geometry Geometry d of Curve Punch Split VeriPy o Profile Punch Cut New Profile Profile start position Action Punch Sweep direction Sweep length C Cut x m Profile local z PO Close x Geometry Punch Split Weriry v4 13 Punch with Curves Closed polygon from curve s in selection NN Sweep curves along f Curve A Vector cara oem DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 116 2 5 4 4 Split Purpose Split selected beams and or plates to minor parts based on a intersection with other beams plates or feature edges or b intersection with a guide curve This command is scripted typi
23. Joint Dialog Generate Joints 2 4 4 1 Joint Dialog Purpose Insert a joint by specifying its coordinates manually j 101 l Insert Joint Notice that a joint can only be created at a beam intersection M Mame uri Define joint coordinate This command is scripted Typically when defining a joint Jtl at a Coordinate 000 beam intersection at 4m 11 5m 10m Jtl Joint Point 4 m 11 5 m 10 m 2 4 4 2 Joint Purpose Insert a joint by snapping to 1 point Same conditions as above Joint Dialog apply Generate Joints This command is scripted Typically when defining a joint Jtl at a beam intersection at 4m 11 5m 10m Jtl Joint Point 4 m 11 5 m 10 m DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 67 11 April 2011 2 4 4 3 Generate Joint Purpose Insert joints according to the joint creating rules by selecting a beam or beams Number of joints to be defined depends on the filter settings defined in EditlRuleslJoint Creation Joint Dialog This command is scripted Typically when referring to a beam with 6 intersections a total of 6 joints are created In this case the rules include that joints shall be created at each beam intersection Jt2 Joint Point 0 m 28 5 m 10 m Jt3 Joint Point 4 m 28 5 m 10 m Jt4 Joint Point 12 m 28 5 m 10 m Jt5 Joint Point 18 m 28 5 m 10 m Jt6 Joint Point 24 m 28 5 m 10 m Jt7 Joint Point 27 m 2
24. LACLOLE LWW Sila Update Members From Structure Update Structure From Members Set Active Create Members to active Create Panels Create Joints This command is scripted typically when switching from capacity manager Cc2 to Ald mun C cl Generate Code Check Loads Ccl setActive Execute Code Checks Edit Description Delete Rename Propertes Fields Save HTML Report GeniE 155 DET NORSKE VERITAS SOFTWARE Version 5 3 3 2 12 Edit Description Purpose To add user defined text for a description of a capacity manager or a code check run This command is scripted typically when adding the text UM Example Ccl description UM example 3 2 13 Delete Purpose To delete a capacity manager or a code check run This command is scripted typically Delete Cc1 3 2 14 Rename Purpose To rename a capacity manager or a code check run This command is scripted typically when renaming to UM Cap Manager Rename CclI1 UM Cap Manager 3 2 15 Properties Purpose To modify a capacity manager or a code check run This command is scripted The scripting depends on which modifications are performed to the capacity manager or a code check run User Manual Vol VI l L Edit Description Object Ce 1 April 2011 Description Capacity Manager Create Members Create Panels Create Joints Add Run Generate Co
25. NORSOK N 004 EM 1993 1 1 about y axis 9 Buckling length Member Length hd m Effective length Factor 1 Dias ages fi This command is scripted typically when specifying the Buckling curve Automatic factor kc for the lateral torsionl buckling to 1 2 m Pr sme Ccl run 1 memberOptions Buckling length m Hisce f El EN1995 1 1 LTBFactorKc 1 2 Moment Factor Buckling curve Stiffener Spacing 4 None m Lateral torsional buckling Factor C1 To l Factor ke To Curve General y ba 9 bie ore p 0 75 Length between lateral supports Top flange Noe m Battam Flange Noe m Section classification Automatic T Interaction Factor method 2 Automatic Hollow and welded box specific i Hot finished I Thick welds Exclude conservative usage factor from formula 6 2 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 150 11 April 2011 3 2 4 4 Joint Purpose To define global and tubular joint specific code lll Properties checking factors The factors are different for the various code checking standards They are listed in the following Object Properties Edit Code Check Run Capacity Manager cet Code Check API WSD 2005 Include e Members M Joints Loadcases General Member Joint APIWwSD 3 2 4 4 1 API LRFD 2003 Purpose To define global and tubular joint specific code checking factors according to API LRFD 2003 l
26. Special options This command is scripted By activating the option Data check only typically Analysisl step 2 dataCheckOnly true 2 5 1 2 3 4 Automatic generation of input files The default option True implies that the input file for Wajac is automatically generated In other words if you modify one of the parameters this file is automatically updated prior to the next analysis run If you want to have a manual control of the input file you should deselect this option In this case a Generate input files 1 Edit Wave Load Run button appears When you click on p ru nabs seo Waveload condition Condition y this button you create an input file based on the parameters defined This file may be edited and changed See Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options also the previous section for linear Phasestep Timestep Single step I Q static analysis on how to control and The condition was inconsistent You must review and press OK to confirm edit the input file Seastates table parameters Design load calculation Tr Step length 10 deg deg Maximum base shear Number of steps 36 When deactivating the automatic e A mooo Current blockage factor 1 input generation it should be noted T Wheeler stretching Qe oe E that changes in the environment diee MS 9 structure or properties should not be llar Fil selected performed as t
27. er Beams Cancel 4 1 10 Properties Purpose To add or modify properties to the selected beam 8 Properties These commands are scripted Typically when adding ened eee LR Materia profile type HE600A to Bm1 escript Bml section HE600A Bar Section Section syste Create Edit Section wen Am 4 1 11 Beam Result Diagrams Purpose To open the Beam Deflection Force and Stresses Display dialog This command is not scripted DET NORSKE VERITAS SOFTWARE Version 5 3 4 1 12 Labels GeniE 183 User Manual Vol VI 11 April 2011 It is possible to label the following parameters To remove the labels from the graphic view use the Clear labels option or click the refresh button a Buckling Factor Coordinates Description Eccentricities Eccentricity Symbols Ends Ends X Ends Y Ends Z Hinge names Hinges Length Local Coordinate System Name Properties Beam Type Corrosion Addition Hydro Air Drag Hydro Diameter Edit Beam Centre of Gravity Copy Move Generate Joints Join Divide Cover Curves Delete Rename Properties Beam Result Diagrams Labels ColorCode Mesh Locking Named set View options Visible model Hydro Element Refinement Hydro Flooding Hydro Marine Growth Hydro Morison Hydro Shielding Material Number Of Elements Re
28. 0 m 0 m Point 2 5 m 2 5 m 0 m 3 If you want to change number of internal snap points to 4 you can type the following in the command line window Curves GuideLine Point 0 m 0 m 0 m Point 2 5 m 2 5 m 0 m 4 2 4 9 9 Purpose Insert a guide spline graphically by snapping to 3 points or more Guide Spline This command is scripted Typically when using 5 snap points remember to double click the final snap point Curvel2 GuideSpline Array Point 5 m 0 m 0 m Point 7 5 m 0 m 0 m Point 10 m 2 5 m 0 m Point 10 m 5 m 2 5 m Point 10 m 5 m 5 m 3 User Manual Vol VI 11 April 2011 Guide Plane Dialog Poly Curve Dialog Guide Line Dialog g Fillet Curves Dialog Guide Point Dialog 3 Guide Plane Guide Point s_ Guide Line p Guide Spline Poly Curve ros Guide Arc Elliptic m Guide Circle pg Model Curve Fillet Curves Guide Plane Dialog Poly Curve Dialog Guide Line Dialog g Fillet Curves Dialog Guide Point Dialog IER Guide Plane Guide Point IE Guide Line r Guide Spline I I Poly Curve e Guide Arc Elliptic ia Guide Circle pg Model Curve Fillet Curves Guide Plane Dialog Poly Curve Dialog Guide Line Dialog ari Fillet Curves Dialog Guide Point Dialog IER Guide Plane Guide Point Guide Line ul Guide Spline c Poly Curve ja Guide Arc Elliptic nu Guide Circle pg Model Curve Fillet Curves DET NO
29. 4 Ci Program Files DNY5 GeniE Examples FullTutoriall Sect4ndMat_yv_1 js the JS file LS scripted 5 CiPragram Files GeniE_Pslanalysis_ccAPIWSD_in js 2 1 13 Recent workspaces Purpose Read in and open one of the 10 last used A rk 1 Description Commands gni Workspaces 20 0ny WworkSpaces GeniE Tuts_plate Tut _plate gni 3 CA Drv workspaces GeniElfggFifgof ani 4 CD workspaces GeniEy Tuta Tuts gni 5CADnv MtorkspacesGeniElsegftsegFt gni amp CDnvWworkspacesaeniEY Tuti Tuti gni 7 CDnviWwnorkspaces aeniElaaaalaaaa gni This command is not scripted 2 1 14 Exit Purpose Exit program and save workspace Genie I A Save changes to C Dnw WorkSpaces GeniElDescription Commands Description Commands gni This command is not scripted Yes No Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 32 11 April 2011 2 2 The Edit pulldown menu The Edit pulldown menu is where you can copy delete undo or redo and change the rules and properties for your working material like i e materials thicknesses meshing and joints 2 23 1 Undo Redo Purpose You can go back and redo recent work you are not satisfied with View Insert Tools Help or things you have done wrong The history log is deleted when you save Undo Create Bm Ctrl Z the work Ca 3 Undo Redo Dialog rs Set UndoMarkl Ctrl U This command is not scripted This command will modify the script ibi E Delete J
30. 45 degrees around Bml endl and the axis 0 0 1 Bm2 Bm1 copyRotate Bml endl Vector3d 0 0 1 45deg The description shows the syntax of the command with the type and name of each parameter By clicking the link for the type like LengthVector3d you will get all valid forms for entering a vector in GeniE More about general JScript commands may be found e g at http msdn microsoft com scripting DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 211 11 April 2011 6 2 Useful script commands GeniE creates a journal file including all the operations you perform except a few typically related to making a finite element model when not part of analysis activity export the FE model or graphical interactions These commands may be executed directly from the Command Line Interface or when importing a journal file containing the commands You may find some of the following script commands useful CreateMesh Force the creation of a mesh same as Alt D or ToolslAnalysislCreate Mesh FemExporter ExportMeshFem Export a finite element model to the default working directory same as FilelExportlFEM File e g FemExporter DoExport T 1 FEM GenieRules Meshing preference mpUseDrillingE Activation of 3 and 4 noded drilling elements FT AS lements true and FQAS Graphics move vector Move the view of the model along the given vector in the global system e g Graphics move Vector3D 1 1 0 FemExporter DoEx
31. 67 Use F12 1 for cross sections not covered in F2 through F11 Exclude Torsion Effects according to chapter G Common frame check options Paerfarmance Memory Iv Compute loads when needed i Purge position results keep only worst 3 2 4 2 5 API WSD 2005 Purpose To define global and general code checking Create Code Check Run factors according to API WSD 2005 This command Ls scripted typically Code Check MS BERLINS Ccl AddRun ApiWsdRun2005 Include W Members v Joints Loadcases General Member Joint Ccl run 1 generalOptions aisc torsionFactor 1 67 API WSD Ccl run 1 generalOptions aisc shearFactor 1 67 A Voc AISC ASD Cel run 1 generalOptions aisc bendingFactor 1 67 SOEUR Axial Tension 1 6 Ccl run 1 generalOptions aisc tensionFactor 1 67 Axial Compression 1 67 Ccl run 1 generalOptions aisc compressionFactor Bending 1 67 1 67 Shear 1 67 Torsion 1 B Use F12 1 for cross sections not covered in F2 through F11 Exclude Torsion Effects according to chapter G P Common frame check options Performance Memoary I Compute loads when needed lw Purge position results keep only worst DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 135 3 2 4 2 6 CSR Bulk Purpose To define global and general code checking factors according to CSR Bulk The checks can be combined yield and buckling or separate buckling and yield The options for Transverse stress option C1 and Poiss
32. BTS 44 Analy i E Capac Compartment Envirc 9 Equip 3 Prope Linear Slicer Struct cz ou lS O Z Profile Poly Curve Dialog 4 4 EH EH MIDI Messsges Command Line DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 10 11 April 2011 Example on a tool button menu C DNV Workspaces GeniE Deck deck gni Genie File Edit View Insert Tools Help PA METIA K Len S Iz Guide Point pe E deck Guide Line Description sd H E Analysis 7 Guide Spline Folder g Capacity Folder H E Environm LJ Boly curve Folder H E Equipmer hp Folder H E Properties a Guide Circle Folder H E Structure Model Curve Folder 9 Utilities ay Folder 4 4 X Messages A Command Line Model guide elliptic arc using 3 snap points E Analysis Folder 3 Capacity Folder Environment Folder H E Equipment f Folder 1 43 Properties gt Folder H E Structure Folder ci Utilities iti Folder ANEA Command Line DET NORSKE VERITAS SOFTWARE Version 5 3 GeniE User Manual Vol VI 11 11 April 2011 Example on command line interface window using the script language C DNV Workspaces GeniE Deck deck gni Genie Ele Edit View Insert Tools Help Ey deck H E Analysis 9 Environment 3 Equipment 5 63 Properties H Structure H Utilities 3 Environment 3 Equipment 3 Properties 3 Structure 3 Utilities Folder Folder Folder F
33. ColorCode Named set View options Visible model DET NORSKE VERITAS SOFTWARE Version 5 3 4 14 Object type Soil Layer Edit Soil Layer Properties Labels ColorCode Named set View options Visible model 4 15 Object type Soil Border Edit Soil Layer Properties Labels ColorCode Named set View options Visible model 4 16 Object type Mesh Labels j Description ColorCode Element numbers Mesh Locking Mesh Lock Coordinates Name Named set l Node numbers View options bol Node symbols Visible model Lm Relative Jacobi Clear Labels Labels ColorCode Mesh Locking F EC l Relative Jacobi Thickness Named set View options Visible model Labels ColorCode Named set View options Visible model GeniE 190 User Manual Vol VI 11 April 2011 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 191 11 April 2011 4 17 Object Type Beam Capacity Member Examples on the context sensitive menu for capacity members are shown in the following Loadase lt Worst Case CC ka v Automatic Recalculate v Colorcode UFtot ll pc E Full Table Pressing QK Apply has no effect UfTot Formula GeomCheck SubCheck cancel apo DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 192 4 17 2 Capacity Member Properties Redesign MN Properties Properties Object Properties Ed
34. M ame LLoad2 Beam Bm14 Apply to selected beams Footprints Intensities Parameter positions fs o kM m kM m f z kH m iyi OKN m KN o uum IN 21 300 kN m kNm z2 kNm Local coordinate system Close Apply t Create Surface Load Hame Load Footprints Intensities Define at least 3 corner points Surface Normal Wectorad 0 m0 m 1 m Constant Pressure Constant intensity o Pa Pa xe DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 80 11 April 2011 2 4 12 3 1 Pressure Purpose To define a pressure on a plate or a shell There are four options Constant 3 Point Varying Linear Function as shown below and Javascript The Name SLoad option Liquid pressure positive values only is among pele tet ous Canepa others used to compute hydrostatic pressure as only the positive pressure component is computed Notice that this is the default option 1 Create Surface Load Footprints Surface Mormal Mector3d D m m 1 m Linear Pressure Function Create a pressure function described by the equation kl eek uec ze kd t Constant t 3 Point varying f Linear Function f Javascript O kKPa m KPa m O KPa m KPa m O KPa m KPa m Intensities This command is scripted Typically for a pressure with k4 1000Kpa and k3 100 KPa m Close Apply SLoadl SurfaceLoad LCl FootprintWetSurface WS 1 2 4 1
35. Manual Volume 4 and 5 for details This command is scripted typically Eit Vienne Delete Ccl run I generateCodeCheckLoads VER Properties Fields Save HTML Report DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 154 User Manual Vol VI 11 April 2011 Create Members 3 2 8 Execute Code Checks ee Purpose To perform the code check according to the parameters as defined in the Generate Code Check Loads Add Run and the code check forces and moments computed by the generate Code Execute Code Checks Check Loads This command is scripted typically Ccl executeCodeChecks 3 2 9 Update Members from Structure This is used when you change something in the concept model like removing a beam or altering segmentation and you want this change to be reflected in the capacity model Information is moved from the concept model o the capacity model This command is scripted typically Ccl updateMembersFromStructure 3 2 10 Update Structure from Member This is used to move information from the capacity model to the concept model This command is scripted typically Ccl updateStructureFromMembers 3 2 11 Set active Purpose To switch between various capacity managers and code checks and set one Set Active Edit Description Delete Rename Properties Fields Save HTML Report Update Members From Structure Update Structure From Members Ser Arcis
36. Material the browser content is changed Available fields Visible fields Add gt Mame Description Remove UK Cancel Or Name Description X m Y m 2 m Mass tonne Section Material ga Flare Prism Equipment Hone ga Helideck Prism Equipment None E Weight Lists Folder Mone Hane Mew CapacityManager DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 129 11 April 2011 3 1 Analysis New Analysis cacy Names aeniei C otto Available commands New Load Combination Set Active Paste Delete Rename DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 130 11 April 2011 3 2 Capacity These commands are only available from the Browser Menu Examples of the script commands are thus also listed in this Section For more details on member and joint capacity checking see Chapter 3 of User Manual Volume 4 For plate checking according to CSR Bulk rules see Chapter 2 of User Manual Volume 5 The content of the Capacity Folder is created when you right click the folder and define a new capacity manager This command is scripted Typically when using Analysisl as basis for the capacity manager Cel CapacityManager Analysisl UM Create Members Analysis Create Panels all the runs in a snapshot f Capacity Create Joints L8 a Add R All Runs ese Run All Code Check Status Generate Code C
37. Prefix Element Plate 1 1 2 1 9 4 STRUCAD 3D file Purpose Import geometry and loads from a Strucad input file and create concept model The items that are converted are documented on the Reference Document section on GeniE s help pages g Import Strucad3d File C 26meshcontrol 451724 5 45172B Qaaaa aries i This command is scripted and a typical example is given below C3 Chedid C3 chedid2 O COPYFRAME C Description Commands Cargo Hold Model complete dnv_test_1 9 faof Look in GeniE m c E3 59999 5 Jacket Mesh model 1 Module 5 segft gt File name Files of type Strucad3d Files 53d Cancel Length Unit Strucad3dImporter ImportMeshStrucad3d Force Unit Strucad3dImporter setOutputUnits m N Properties 1 1 Strucad3dImporter Dolmport C Location yourname s3d Name Prefix 2 195 ACIS SAT file Purpose Import geometry and create concept model r Import ACIS SAT file Element Plate 1 1 Look in GeniE e E ex E 5 26meshcontrol 451724 451728 aaaa Cjargo Hold Model complete O Aries C3 Chedid O chedid2 Cj COPYFRAME C Description Commands dny test 1 foot lt This command is scripted and a typical example is given below SatImporter ImportGeometrySat SsatImporter DoImport C Location yourname sat 59999 O Jacket Mesh model_1 Module 5 segf
38. Property This command is scripted Typically ElementRefinementl 4 Allow edit MyRefinement ElementRefinement 5 Refinement coefficient f Q Subelement length Maximum m m Minimum m 9 Cancel Apply 2 2 6 11 5 Morison Purpose To define constant Morison coefficients t Create Edit Hydro Property Constant Function of Diameter Function of Roughness Reynoldsnumber Function of Roughness KC number By Rule New Edit Existing MorisonConstant Iv Allow edit This command is scripted Typically MyMorison MorisonCoefficients 0 0 7 0 7 0 2 2 Cd drag Cm inertia 92 92 Cancel Apply i DET NORSKE VERITAS SOFTWARE Version 5 3 Purpose To define Morison coefficients as a function of diameter This command is scripted Typically for 2 different diameters MyMorisonDiameter MorisonDiameterFunction Array 2 3 Array 1 0 9 Array 2 2 1 Purpose To define Morison coefficients as a function of Roughness and Reynolds number This command is scripted Purpose To define Morison coefficients as a function of Roughness and Keulegan Carpenter KC number This command is scripted GeniE User Manual Vol VI 41 11 April 2011 t Create Edit Hydro Property Flooding Hydrodynamic Diameter Conductor Shielding Element Refinement Morison Marine Growth Air Drag Constant Function of Diameter Function of Roughness Rey
39. Purpose To define a wet surface for use in HydroD lA Create Surface Load The wetted surface is used to decide the surfaces subjected to the sea always finite element load case Name SLoad number 1 or surfaces belonging to a compartment one an load case per compartment There are no load intensities to add since all the load application will be done in HydroD Wadam Select a wet surface to apply loads on Wo d Footprints Dummy Hydro Pressure Dummy hydra pressure i used to transfer external sea pressure and internal tank pressure Eo SV ADAM All dummy hydro pressure loads created in the LoadCaze with FEM number 1 will represent external sea pressure Intensities All dummy hydro pressure loads created in other LoadC ases will represent tanks That is one tank per LoadCase This command is scripted Typically Cose Apy SLoad4 SurfaceLoad LC1 FootprintWetSurface WS 1 DummyH ydroPressure DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 82 11 April 2011 2 4 12 4 Prescribed Displacements Purpose To specify a prescribed displacement at a support EAT point It must be used in connection with a prescribed boundary condition See Section 3 11 5 of User Manual Volume 1 and Section 4 2 4 of User Manual Volume 3 for Cancel more details This command is scripted Typically for a support point that Name PDispl has prescribed conditions in x and y direction with dq sk prescr
40. Remove intemal edges coca m DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 51 11 April 2011 2 2 7 7 1 General Command Script Use second order elements GenieRules Meshing elementType mp2ndOrder or mplstOrder Specify superelement type to 2 GenieRules Meshing superElementType 2 Always simplify topology GenieRules Meshing autoSimplifyTopology true or false Split periodic geometry if needed GenieRules Meshing autoSplitPeriodicGeometry true or false GenieRules Meshing preference mpPreferRectangularMesh true or false Prefer rectangular mesh m x n GenieRules Meshing preference mpAllowTriangularElements true or false Allow triangular mesh GenieRules Meshing preference mpPreferPointMassAsNodeMass true or false Prefer point mass as node mass Use drilling elements GenieRules Meshing preference mpUseDrillingElements true or false Use eccentric hinges Specify scantling idealization Examples according to the choices in the combo box GenieRules Meshing scantlings msGross GenieRules Meshing scantlings msNetCSR_Bulk msNetCS5R Bulk msMetC SR Tank msMetDNV 141 msMetGeneric Ignore eccentricities GenieRules Meshing ignoreEccentricities true or false Use co centric beams GenieRules Meshing useCocentricBeams true GenieRules Meshing preference mpInclude UnusedProperties true or false Include unused properties Automatic l
41. Resistance Factors Axial Tension 0 3 Axial Compression 0 3 Bending B3 Shear oa Torsion a Use F12 1 for cross sections not covered in F2 through F11 Exclude Torsion Effects according to chapter Gi 9 Common frame check options Performance Memory Iv Compute loads when needed Iw Purge position results keep only worst Loadcases General Member Joint API LRFD W Cap end forces included 2 MEMBER JOINT Joint check resistance factors K Ti ka ds 0 35 E E Compression 0 95 0 35 0 85 In plane bending 0 95 0 35 0 35 Out of plane brd 0 35 0 35 0 35 Yield stress Weld DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 134 11 April 2011 3 2 4 2 4 API WSD 2002 1d Create Code Check Run Purpose To define global and general code checking SarrtolMerages Bal factors according to API WSD 2002 Code Check SRS Cancel Include Iv Members Iw Joints This command is scripted typically Loadcases General Member Joint Ccl AddRun ApiWsdRun API WSD _ gt Cap end forces included F Ccl run 1 generalOptions aisc torsionFactor 1 67 AISC ASD Ccl run 1 generalOptions aisc shearFactor 1 67 Sete eet Asial Tension 1 67 Ccl run 1 generalOptions aisc bendingFactor 1 67 Axial Compression 1 67 Ccl run 1 generalOptions aisc tensionFactor 1 67 Bending 11 67 Shear 11 67 Ccl run 1 generalOptions aisc compressionFactor RES orslon 1
42. SITET To TARTS TTT ROE ORIENT ERR TOPE RTE Ra we Te 46 2 2 4 TOMES AO vis ciones bbs Erud oes M A Gb Lai uite Cuba EA BN GRE abe UAM B ERU ow rs Slats Pie ERR RUE TUR 48 2 2 102 TOT de SIE fL e A aethere ava attore dta ea oe auis eta strae ta E tora du Tzu etu Su cu wc ey a Tcv 48 DOLE is aren a c 49 2 2 1 4 COMES io Ve usas aov AA ci te AAA SAS sl tete tht Aston oe alb hes cat etat a o tuta eset ttp antra 49 2 2 749 SN Vr C 50 2 2 7 6 DR V AN AE AORE E AE N AE e A OEE E IP 50 PDA MESAS AAA A A E T E A AEN 50 DATAS im Sl Ec 51 EAT RES ERU E SERVITIA erc 53 SAN A o MM 6 10 A A TEE 54 220 1 A A A ON 54 EAS A Os A EE 55 2 2 1 8 ROO 55 Zaida COMPAS RUN E A IU AS IA AREA A AS AA E 55 Lao E A 1 OS A tan 56 2 2 92 Guaca 30 osten carta tah ais Diseno aU ET E E N agate E E E E 56 22 02 Frame COE CHOC Eimer enacted iore babet oc creo satis 56 2 2 8 3 PlateCodechetiesistuseneiaei tenda ta eB D d e depu Op De edic oM MEDI od LP MEE 56 2 2 8 4 Extorceuseor Genie lite consent iaa 56 2 2 8 5 DO MOUSHOW IMIS dialob acia 56 PATHE VIEW POLLIONN MENU ds 37 zd MIeWesbroWsebuscetcuasemtonu ede inum e ca 57 o View TAD maie aE EE EEE EE A tat O ta E EE TE a ATEN 57 o e O LS A A A A 37 2094 O ELA A cu O cades mutuos Mass sn tuae o etie Un ibus ced d ud nd E p UE dest acs DA 2 59 VIOWISWVM OO IDOPS secrete ie ade cheek ben timete nic E I M uM seca 57 2 941 NIA A ttt M tisse dad dpi ti i D MM M nA USE er 54
43. To document the mass elements as shown to the right The tick off ME a i i m Masses marks indicates program default Jo ease ME Set Mass and COG ME Set Contents ME Set Bounding Box This command is scripted Typical parts of it ME Paint Mass and COG noon ME Point Mass Matris al Report a ME Point Mass Local System ME Beam Mass and COG al add ChapterMasses ME Plate Mass and COG ME Material Takeoff Beam al element 1 add TableTotalMassAndCOG ME Material Takeoff Plate ME Equipment Geometry al element 1 add TableSetMassAndCOG AE Compartment Geometry al element 1 add TableSetContents al element 1 add TableSetBoundingBox DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 18 11 April 2011 2 1 8 4 Loads Purpose To document the load parts as shown to the right The tick off marks 2 indicates program default Load Case This command is scripted Typically when documenting the Load Summary the FEM Node Reaction and the FEM Node Displacement for Analysisl al Report a al add ChapterLoads al element 1 analysis Analysisl al element 1 add TableLoadSummary al saveAs al doc mrWordXML 4 MES Load Summary OE Load Summary FEM Load Summary Conceptual Load Summary Applied Load Summary FEM Load Load Summary FEM Reaction ference Load Sum Load Combination Load Details Conceptual Load Details Applied Point Load Lin
44. VI Version 5 3 43 11 April 2011 2 2 6 11 7 Air drag Purpose To define a constant value for 4 Create Edit Hydro Property air drag Constant Function of Reynold number This command LS SCTIp ted Ty p ically f New Edit Existing AirDragConstantl v Allow edit MyAirDrag AirDragConstant 1 0 65 Cancel Apply Purpose To define a value for air drag as PURA function of the Reynold number This command LS scripted f New Edit Existing AiDragReynold Iv Allow edit Air Drag Function T able 2 Reynold num Z transversal drag coeff 35 Be Ba Iv Cp Iv Ce GeniE V4 0 14 Date 21 Aug 2008 09 54 03 o g2Prag D gg 4 Air drag along local z axis 4 9 0 8 1 Air drag along local y axis enl number R Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 44 11 April 2011 2 2 6 12 Beam Type Purpose To define various beam classifications to enable pre defined rules 2 2 6 12 1 Nonstructural Purpose To classify a beam as non structural in a Morison analysis The beam will contribute to the wave n load analysis but not in a structural analysis q r New Nonstruct Create Edit Beam Type Nonstructural Truss Shim Inner Beam This command is scripted Typically MyNonStruct BeamTypeNonstruct Cancel 2 2 6 12 2 Truss Create Edit Beam Type Purpose To classify
45. by rubberband Select visible Visible objects only selected Filter beam Toggle on off for selection of beams Filter segment Toggle on off for selection of segmented members Plate selection on off Toggle on off for selection of plates Filter side Toggle on off for selection of one side of a plate Used when applying wet surface for panel modelling Guide selection Toggle on off for selection of guide planes on off Guide curve selection on off Toggle on off for selection of guide curves Support selection Toggle on off for selection of support points and curves on off Joint selection on off Toggle on off for selection of joints Equipment selection Toggle on off for selection of equipment on off Diagram selection Toggle on off for selection of load diagrams on off Environment Toggle on off for selection of environment selection on off Feature edge Toggle on off for selection of feature edge selection on off Load selection on off Toggle on off for selection of loads Compartment Toggle on off for selection of compartments selection on off TTT TAR DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI 11 April 2011 Version 5 3 128 3 THE BROWSER MENU This Chapter describes how the browser menu works with particular focus on commands only available from the browser the capacity manager and the commands necessary to define the environment For all of these commands there are examp
46. case zM A Position This command is scripted and dependent on which template is chosen and the size of each footprint Typically OK Cancel ll Fquipment Footprint Equipment I clearFootprint ER TUM Equipment 1 addToFootprint 1 25 m 2 5 m 0 75 m 1 5 m Equipment 1 addToFootprint 1 25 m 2 5 m 1 5 m 0 75 m Define footprint Equipmentl addToFootprint 2 5 m 1 25 m 0 75 m 1 5 m E T U Cen Select Equipmentl addToFootprint 2 5 m 1 25 m 1 5 m 0 75 m Clear current footprint definition Range of footprints in local coordinates DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 TI 11 April 2011 2 4 11 3 Linear varying loads Purpose To specify whether generated loads shall be constant or linear linear is the default option It is necessary to place the equipment in a load case before this can be modified from linear to constant ll Properties Object Properties Section Material Equipment Load Interface Local System Mame Equipment This command is scripted Typically when altering to constant loads or linear for the equipment Helideck in load case LC heli Specify Footprint COG offset from footprint center Vector3d 1 m 1m 3 m Linear varying loads LC heli setCurrent Load case N A LC heli constantLoad Helideck dicus LC heli varyingLoad Helideck 2 4 11 4 Position Purpose To specify the exact location of the lil Properties equi
47. coca ne Box center Support Point Dialog cf Support Rigid Link Dialog support Point Support Curve This command is scripted Typically when defining a support point at Om Om Om and modify the rotational degrees of freedom Spl SupportPoint Point 0 m 0 m 0 m Spl boundary BoundaryCondition Fixed Fixed Fixed Free Free Free DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 66 11 April 2011 2 4 3 4 Support Curve Purpose Insert support conditions along a line curved or Support Point Dialog straight Per default all degrees of freedom are fixed When making a finite element model all finite element nodes belonging to the support curve will receive same boundary A Support Point condition Support Curve Support Rigid Link Dialog This command is scripted Typically when defining a support curve SC5 and modify some of the degrees of freedom Sc5 SupportCurve ModelCurve Point 24 m 5 m 0 m Point 24 5 m 5 m 0 m Point 25 m 5 5 m 0 m Sc5 localSystemRule ConstantLocalSystem LocalSystem Vector3d 1 m 0 m 0 m Vector3d 0 m 0 m 1 m Sc5 boundary BoundaryCondition Fixed Free Free Free Fixed Fixed 2 4 4 Joint Insert single joints manually or graphically Alternatively by using the joint creation rules as defined from EditlRuleslJoint Creation For more details on how to do it see Section 3 6 of User Manual Volume 1 k Joint
48. curve up to peak resistance Zero gives a linear curve Typical values may be 0 8 to 0 99 GeniE 103 User Manual Vol VI 11 April 2011 4 Edit Pile Soil Analysis 2 gb Run amp nalysis1 step 3 Wave load condition Condition Data check only Nonlinear calculation v Automatic generation of input files C Linear calculation Soil Splice Material coeffs Curve generation Group effects Loads at surface Curve Generation Lowest level with cyclic PY Qe 0 m m curve generation Lowest undrained shear stiff Q 100KPa KPa with siff clay procedures Q 10 Q 0 3 Zone of influence ratio to pile radius Curve shape factor TZ OK Cancel The two latter values are needed for the Kraft et al 1981 procedures to generate tz data based on tz code 200 This command is scripted Typically Analysisl step 3 soil curveGeneration lowestLevelWithCyclicPY I m Analysisl step 3 soil curveGeneration lowestShearStiff 120 KPa Analysisl step 3 soil curveGeneration zoneOfInfluenceTZ 20 Analysisl step 3 soil curveGeneration curveShapeFactorTZ 0 85 Group effects Group interaction effects pile soil pile interaction are calculated from the elastic half space theory assuming an E modulus that increases linearly with depth This command is scripted Typically Analysisl step 3 soil groupEffects averagePoissonRatio 0 6 Analysisl step 3 soil groupEffect
49. false The option for Warp Correction will use Sestra s option for improving the stiffness for warped 4 noded shell elements 1 e elements with nodes out of plane This command is scripted typically Analysisl step 2 warpCorrection false GeniE 90 1 Activity Monitor Journal activity executions User Manual Vol VI 11 April 2011 ES omes Activity Duration Status Generate Input v 1 Analvsist Analysis Os Mot Started d 1 1 1 Meshing Always Regen Os Mot Started A 1 1 1 Delete loads Os Mot Started A 1 1 2 Generate loads s Mot Started A 1 1 3 Delete mesh Os Mot Started A 1 1 4 Generate mesh Os Mot Started A EE 1 2 Linear Structural Analys Os r e5 WR 1 3 Load Results Os SET sestra inp sestra lis sestra mnt F 1 amp Linear Analysis Iw Automatic generation of input files Analysis type f Static Analysis f Eigenvalue Analysis Advanced Eigenvalues Solver Number of Modes Shift lf Warp Correction 4 node elements caca je DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 91 11 April 2011 2 5 1 2 2 Linear structural analysis eigenvalue E Create Linear Static Analysis Purpose To execute and control input data for an eigenvalue analysis M ame Analysis Iw Automatically import global loadcases Provided you tick off for Journal activity executions this Small solis command is scripted Typi
50. files created in previous program releases Use Plate Snapping F Plate sorting COG first F Use Curve Snapping Y Ela Use Plate Snapping GenieRules Compatibility enable PlateSnapping true or false Use Curve Snapping GenieRules Compatibility enable CurveSnapping true or false Plate sorting COG first GenieRules Compatibility enable PlateSortingCOGFirst true or false DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 56 11 April 2011 2 2 8 Licenses features Here you can select which licenses should be used when GeniE is running on your computer It can be useful if you are several persons sharing one license for one of the features listed t Select GeniE features E 2 2 8 1 CurvedGeometry This should be checked 1f you are using curved geometry License Use CurvedGeom 4 2 2 8 2 FrameCodecheck 2 Framecodech v 3 PlateCodeche w This should be checked if you are using frame code checks Enforce use of GeniE lite license 2 2 8 3 PlateCodecheck Iw Do not show this dialog again This should be checked if you are using plate code checks 2 2 8 4 Enforce use of GeniE lite license This should be checked if you want to enforce using a GeniE lite license even if a full GeniE license is available 2 2 8 5 Do not show this dialog again This should be checked to stop this dialog appearing each time you start GeniE DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol V
51. guideplane support points etc one by Snap point loop Positioning beam plate guideplane support points etc sequentially e g end of beam is start of next beam Snap perpendicular Insert a beam perpendicular to another 1 click is from start point 2 click on perpendicular beam Snap tangential Insert a guideline tangential to another curve 1 click is from start point 2 click on curve Snap plane Temporary snap points are defined at the intersection between beams and a snap plane Snap eccentric Connect a beam to another beam end using its eccentric a iS Und snap Undo snap point Undo selection of previous snap Undo selection of previous snap point W lem Clear snap points Undo selection of all snap points Reference point Specifies journalling of reference point modelling on the modelling journal file DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 127 11 April 2011 2 13 The Selection Toolbar Description k Selection Method for selecting one by one or rubberband LMB Together with Shift more advanced selections can be made A Polygon select S S S i Method for advanced selection where you can make an arbitrary select area LMB Make sure that you make a closed envelope Objects need to be fully enclosed by rubberband to be part of selection Objects need to be touched by rubberband to be part of selection Enclosed by rubberband Touched
52. lel z 3 Project 1 a run 2 panel PI905 11 LC3 Allowable usage factor T allowable UC 7 1 00 Actual usage factor Ultimate capacity n 0 00 Status OK Buckling strength T 0 00 Status OK Plate slend OK Aspect ratio OK imperfections Default DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 202 11 April 2011 4 18 4 2 Start PULS Advanced Viewer All loadcases Start PULS Advanced Viewer Current loadcase Start PULS Advanced Viewer All loadcases Start PULS Excel Spreadsheet Current loac Start PULS Excel Spreadsheet All loadcases Properties Labels ColorCode Named set Bo a 1 9 Cc1 run 2 panel PI905 11 i B 4 03 Cc1 run 2 panel PI905 11 Ey Cc1 run 2 panel PI905 11 Geometry Dimensions Panel length mm Panel width mm Plate thickness mm Plate slend OK Aspect ratio OK Imperfections Default DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 203 11 April 2011 4 18 4 3 Start PULS Excel Spreadsheet Current loadcase Start PULS Advanced Viewer Current loadcase Start PULS Advanced Viewer All loadcases Start PULS Excel Spreadsheet Current loadcase Start PULS ExcelSpreadsheet Allloadcases ColorCode Named set View options Visible model
53. more sophisticated modelling you may use For loops and If testes to program the creation of your model You may also invoke other applications that support Automation e g Excel to exchange data with your GeniE model Automation is a technology that allows software packages to expose their features to scripting tools and other applications Example of creating beams in a loop Adding beams to a leg for k 0 k 5 k var Bmsl new Array Bmsl k Beam LegPoint k LegPoint k 1 Bmsl k name LegBeam k Bmsl k section LegSection Bmsl k material LegMaterial 6 1 The GeniE JSript Command Reference The GeniE commands are described in the JScript Command Reference found in the GeniE help menu The most feasible approach to writing a command file is rather to create a sample model interactively and then use the generated journal as a template When you have found the kind of object you are working with you may use the Command Reference to get a full list of relevant features and the command syntax for accessing these The following pictures show how you find information about the script command for generating a basic beam and which other commands are associated this operation Genie D3 0 10 25 Oct 2004 Represent a vector of Acceleration in 3 dimensions Define a Linear Analysis Introduction Introduction Overview Class Hierarchy Features Genie Lite Release Notes Overview Self running i
54. of joints automatic design of Joint creation tubular joints tolerant modelling connected move of beams definition of Joint design groups not sets input units meshing scripting of sets and compatibility Tolerances checking of log files between various program versions Each option is Connected move described in the following Geometry m s Units Meshing Sets Compability 2 2 7 1 Joint creation F Purpose Rules for automatic creation of joints The joints will Joint Creation Rule be defined and named according to the rules specified as well as the naming convention Automatic joint generation Selection aware classification Cancel This command is scripted Typically when activating the tae PK Exclusion Criteria automatic joint generation and the exclusion criteria as Exclude pure through beam intersections shown Iw Exclude 2 beam aligned intersections v Exclude free beam ends GenieRules JointCreation exclude geFreeBeamEnds true Exclude intersections with beam ends GenieRules JointCreation exclude ge2BeamAligned true Exclude intersections with through beams GenieRules JointCreation exclude geThroughBeamPure true GenieRules JointCreation autoGenerate true 2 2 7 2 Joint design F Purpose Rules for calculating cans stubs cones and planewise gap in a tubular joint EE Siue Property Eme Property Automatic Cancel Tubular joint r
55. section property The picture to the right shows the dialogue for definition of a pipe section It is also possible to define section properties of type bar box I L Channel Unsymmetrical I also used to define T and bulb general section and cones This command is scripted The scripting depends on which property is created Typically for a pipe section MyPipe where shear factors and fabrication method differ from default values MyPipe PipeSection 1000mm 25mm MyPipe shearFactorY 0 8 MyPipe shearFactorZ 0 9 MyPipe fabricationMethod fmRolled It is also possible to import section profiles from section libraries The available section libraries are accessed when you push the Browse button This command is scripted The scripting depends on which section property that is imported Typically for a HE200A section from the NSF EN library HE200A ISection 190mm 200mm 6 5mm 10mm HE200A description NVS lib HE 200 A NS EN 10034 User Manual Vol VI 11 April 2011 Create Edit Cross Section Unsymmetrical General Section Cone Section Library Pipe Bar Box Section L Section Channel x IV Allow edit New section Diameter m x Thickness m x Shear Factors Thickness Z L Diameter Y Fabrication enina fu nknown Cancel Create Edit Cross Section Pipe Bar Box Section LSection Channel Unsymmetricall General Section Cone Section
56. shell as permeable even though the plate or shell is continuous 1 e no holes This is typically used when defining compartments Loads are applied to the plate or shell This command is scripted Typically MyPermeable Permeable true User Manual Vol VI 11 April 2011 Create Edit mesh option Mesh Options for Edge Mesh Options for Face A 7 Remove internal vertices Override mesh strategy C C Cancel Create Edit mesh option Mesh Options for Edge Mesh Options for Face Y 4 Force quad elements Q Prefer regular mesh mx n 9 Remove internal vertices 9 Remove intemal edges Q Override mesh strategy C C C Cancel Create Edit permeability Permeable 3 x iw Permeable Mi Create Edit Structure Type 2 2 6 18 Structure type Purpose To define or edit a structure type Typically the structure type is applied to a part of the structure When running a codecheck it is sometimes necessary to apply different structure types to different parts of the structure This command is scripted Typically My inner bottom StructureType stInnerBottom My inner bottom Static Structure Type MEA Hatch Cover Weather Deck Hatch End Coaming Hatch Side Coaming Ho annitiidinal Girder Weh Frame DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 48 11 April 2011 2 2 7 Rules Purpose Change or edit the rules for creation
57. such option To include FEM export in a journal file Cafagf test see the last Chapter of this User Manual Typically BS B FemExporter ExportMeshFem E iid C Module FemExporter DoExport C Location T1 FEM i E segft ic semi 5 Description Commands C semi 4 Il gt File name Description Commands 1 Save as type SESAM FEM Files FEM L ancel Journal export operation 2 1 10 2 Results SIN file Purpose To export a SIN results file with a user given g name Export to SESAM results SIN File This command is not scripted unless you tick off for such option To include SIN export in a journal file see the last Chapter of this User Manual Typically SinExporter ExportResultsSin SinExporter DoExport C Location R1 SIN File name Description CommandsH 1 Save as type SESAM Results SIM Files 5IM Cancel Journal export operation DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 28 11 April 2011 2 1 10 3 XML Concept file F Purpose Export concept model to XML format The Export Concepts to XML File parts of the concept model that are exported to xml Save in E Description Commands format are documented in User Manual Volume 3 This command is not scripted unless you tick off for such option To include XML export in a journal file see the last Chapter of this User Manual Notice that export of loads is a separate tick off option Typically XmlEx
58. to act at a Z level corresponding to the general scoured soil surface The required inputs for each of the 3 options are e Vertical stress at soil surface o Uniform vertical stress acting over a large area e Embankment loads are defined by o Vertical stress under the flat part of the embankment loading o Width of the sloping part of the embankment loading o Horizontal distance from the pile axis to the toe of the embankment Positive if the pile is located outside the embankment negative if the pile is inside e Circular loaded area is defined by o Vertical stress under the circular loaded area o Radius of the circular loaded area This command is scripted Typically Analysisl step 3 soil loadsAtSurface verticalStressAtSurface 200 KPa Analysisl step 3 soil loadsAtSurface verticalStress UnderEmbankment 100 KPa Analysisl step 3 soil loadsAtSurface widthOfEmbankmentSlopingPart 1 m Analysisl step 3 soil loadsAtSurface distancePileToEmbankmentToe 0 5 m Analysis1 step 3 soil loadsAtSurface verticalStress UnderCircularLoadedArea 50 KPa DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 105 11 April 2011 Splice S The solver settings that are used to control a Edit Pile Soil Analysis the Splice analysis are p n PEE wave load condition Condition e Max iterations The iterations are stopped when the convergence C Linear calculation F Nonlinear calculation T Datecheck ony pp 8 W Automati
59. typical script Support command Joint Mass Compartment Feature Edge Linear Slicer Guiding Geometry Profile Equipment Explicit Load Load Case Load Combination Environment 2 4 1 Beam Here you can choose between different types of beams and specify the end points manually or snapping to points See Section 3 4 of User Manual Volume 1 for details 2 4 1 1 Straight Beam Dialog Purpose Insert a beam and specify end points manually You can also specify section and material properties manually if these differ from default settings Straight Beam ff Straight Crerlapping Beam A Pile This command is scripted Typically when inserting Bm2 between Curved Beam 0 0 0 and 0 10 0 and using section type Pipe_1000mm and material type St_355 Straight Beam Dialog Insert Beam Bm2 Beam Point 0 m 0 m 0 m Point O m 10 m 0 m Bm2 Material St 355 Dennis Cancel End m m m Bm2 Section Pipe l000mm Apply End 2 i0 m 10 m m f Enf Oth Section Pipe 1 mm nonce Uther Material St 355 Allow Overlap Overlap Policy See Chapter 3 for a definition of reference point modelling DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 60 11 April 2011 2 4 1 3 Straight Beam Purpose Insert a beam graphically by snapping to 2 points Straight Beam Dialog Fa Straight Beam This command is scripted Typically when insert
60. uates Oe 24 2 1 9 6 Intereraph POSI SDNP TTIE aidie air 25 2 1 9 7 CadCentre PDMS SNE TIE usa ada 25 2 1 9 8 Secundario nen Und cH APO act 25 2 1 9 9 Eule odds eM T Sans ito t abes yt dd cae qp OM S a dy n van DR tha dpi oka eka a ie Cea loa CRANE Ud 26 20 9 10 External Reais SIN DIC a a aaa 26 PAIEDNT MEG DN T OD Tile e 26 2 1 10 EDOT NH dd H 27 API FEMTO E EEEE E IS AA ae A Ad dd 2 PS L Results IN K e c 27 ZO SXMIECORCODETIIE n Taaie aa E tale OE E E A E O E ESS 28 21104 JTntecsraph PDS SDNE Plejere E EE tae E A N A E A A 28 ZAS Cad ents EDMS SDNE De us ttv p A A tn ae dates eate uaa d ebore TEEN 29 PITE RO GEMELA oo 29 Z10 7 LIC Eoad DOM Ms Des cuaderno nae dos co Motte iu UI tette ten el aute hour AAA DAA AA A tutte A cise tee d 30 PAIS AS ioc 30 2 1 11 FROG cOn Mande o A 31 22 INTE PEUT TON T ARR 31 29 Recent WOTIS PACES A ES 31 2 1 14 A O A II PRO O m 31 22 THE EDIT PULLDOWN Ma A 32 POT NS AN E r a e a a e e O 32 222 OAJ Redo LNI OT eve A OE EA EA ase E A O AEAT 32 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 2 11 April 2011 22 9 ASCE HOO M GER ct cecal ira So uu es n t ees eium esc E si le ES DE rU LEE E LCS DRE ecu ULM TEC nee CE 32 Pus CO rm c RT CER TE 33 DEI
61. used when defining a superelement and a spring It is also possible to define a boundary stiffness matrix Support Point Dialog Boundary conditions V Let x change y and z Spring Fixed Free Prescribed Dependent Super Spring stiffness y HA o rn y J Sn N m 2 _ _ _ _ _ _ _ _ _ Nm Iv Let rx change ry and rz Spring Fixed Free Prescribed Dependent Super Spring stiffness gt q e N m yq N m a oq A N m This command is scripted Typically when defining a boundary condition Spl with fixed translations and free rotations Spl SupportPoint Point 15 0 0 Spl boundary BoundaryCondition Fixed Fixed Fixed Free Free Free Alternatively when using the boundary stiffness matrix option to define Sp2 In this case values Name Sp2 along the diagonal have been inserted Position SS C Boundary Condition Boundary Stiffness Matrix Stiffness Matrix Sp2 boundary BoundaryStiffnessMatrix Stiffness 100 N m T Stiffness 200 N m Stiffness 300 N m d Stiffness 4000 N m Stiffness 5000 N m al Stiffness 6000 N m DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 65 2 4 3 2 Rigid Link Dialog Purpose To insert boundary conditions so that they are dependent upon a point This command is scripted Typically when defining a rigid link Spl where the input parameters are Independent point i
62. 0 ge UNCONNECTED Delete autoMSet 4 1 3 4 Scale Purpose To copy a beam by defining a scaling factor and a point to be used as the scaling centre 7 5 caling facto E Beaml 1 Beaml copyScale 5 Point 0 0 0 Beam2 1 Beam2 copyScale 5 Point 0 0 0 w Preview Cancel ance pply Choose the bounding box center DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 179 11 April 2011 4 1 3 5 3 Point Position Purpose To copy beams by defining a source plane and a destination plane For both planes three points must be defined Source Destination Anchor point Anchor point PIP o X Point on x axis Point on x axis P2 Point indicating y axis Paint indicating y axis P3 A This command is scripted Typically copying Bmland Bm2 using the following input parameters P2 Y Y 2 P3 r Source Destination Anchor point Anchor point F1 P3 Point Z 7 m 0 m 10 m Point 37 m 0 m 10 m Point on x axis Point on x axis P2 Paint 27 m 0 m 4 m Point 37 m m 4 m Point indicating y axis Paint indicating y axis P3 Point 27 m 28 5 m 10 m Point 37 m 28 5 m 10 m m Comum Pe Bmll Bml copy3Point Point 27 m 0 m 10 m Point 27 m 0 m 4 m Point 27 m 28 5 m 10 m Point 37 m 0 m 10 m Point 57 m 0 m 4 m Point 37 m 28 5 m 10 m Bm12 Bm2 copy3Point Point 27 m 0 m 10 m Point 27 m 0 m 4 m Point 27 m 28 5 m 10 m Point 37 m 0 m 10 m Point 57 m 0 m 4 m P
63. 0 9 Ccl run 1 generalOptions tensionFactor 0 9 Ccl run 1 generalOptions compressionFactor 0 9 t Create Code Check Run ES Capacity Manager Col Cancel Code Check AISC ASD 2005 Include le Members Loadcases General Member AISC ASD Safety Factors Arial Tension 1 57 Axial Compression i B Bending MER 0 Shear IEEE Torsion REZ Use F12 1 for cross sections not covered in F2 through F11 Exclude Torsion Effects according to chapter G Y Common frame check options Performance Memon Iv Compute loads when needed we ivf Purge position results keep only worst a t Create Code Check Run Capacity Manager Cel Code Check MAMA os Include v Members Cancel Loadcases General Member AISC LAFD Resistance Factors Axial Tension 0 3 Axial Compression 0 3 Bending a Shear oa Torsion a Use F12 1 for cross sections not covered in F2 through F11 Exclude Torsion Effects according to chapter G 9 Common frame check options Fertormancerblemon I Compute loads when needed W Purge position results keep only worst DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 133 3 2 4 2 3 API LRFD 2003 Purpose To define global and general code checking factors according to API LRFD 2003 The factors prevail for members and joints This command is scripted typically Ccl AddRun ApiLrfdRun Ccl run 1 generalOptions RFPipeXPress 0 8 Ccl run 1 generalOptions RFPipeShea
64. 2 3 2 Traction Purpose To define a traction on a plate or a shell There BENESSERE are four options Constant as shown below 3 Point Varying Linear Function and Javascript Name SLosd2 Wel Surface Select a wet surface to apply loads on Wo Footprints Constant Traction Constant f 3 Point Varying t Linear Function Javascript Constant intensity 0 KPa KPa 3uide Direction Mectorad D m D m 1 m Intensities This command is scripted Typically for a constant traction 100 Kpa Close Apply SLoad2 SurfaceLoad LCl FootprintWetSurface WS1 Traction2dConstant 100 KPa Vector3d 0 m 0 m 1 m DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 81 11 April 2011 2 4 12 3 3 Component Load Purpose To define a component load on a plate or a amp Create Surface Load shell There are two options Constant as shown Name SLoad3 below and Javascript Wet Surface Select a wet surface to apply loads on Wo uw T a e a LL This command is scripted Typically for Fx 100 KPa and Fz 200 KPa SLoad3 SurfaceLoad LCl FootprintWetSurface WS1 Component2dConstant 100 Constant Component Load Component2d KPa 0 KPa 200 KPa Component Load E omponent Loa Bud Constant D Javascript Fx JOKPa KPa Fy o KPa EP a Fz OKPa KPa Intensities 3 Local coordinate system 2 4 12 3 4 Dummy Hydro Pressure
65. 2 6 The Help pulldown menu Get help online from the GeniE help pages open DNV on web or list copyrights and 3 party software used 2 6 1 Help Topics Purpose Get help online from GeniE s help pages in user manuals E TI FL videos or tutorials Status Lists on the Web This command is not scripted DNV Software on the Web Memory Monitor T About Genie Help Topics Fi 2 6 2 Status Lists on the Web Status Lists on the Web Purpose Starts the Status List program and looks up GeniE items DNY Software on the Web This command is not scripted Memory Monitor About GeniE Help Topics Fi 2 6 3 DNV Software on the Web Status Lists on the Web Purpose Start up of DNV Software address on web DNY Software on the Web This command is not scripted Memory Monitor About GeniE DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 121 11 April 2011 2 6 4 Memory Monitor Help Topics Fi Purpose Shows the memory consumption of the current workspace divided into the different categories that GeniE 1s using Status Lists on the Web DNY Software on Ehe Web Memory Monitor Y About Genie If you are working on the limits of your system s available memory or if you are close Overall memory usage to the maximum memory GeniE can utilize it is virtual memory um a good idea to keep an eye on the memory physical memory 155 68 a usage listed in the memory mo
66. 3 6 General trans IO TN AO iiaeia ASA AAA AE AA AE ici 179 44 EL A A A e DM eR ata c dee Dad 180 DP EN ROA 180 2 0 0 RT 181 Zu O 181 ALS Dolle al to 181 d t RETAIN act ia E E A CL MeL DA M LAM T M M MM LA LEE 182 4 1 10 POD CIC t 182 4 1 11 Beam REUL DTI Ve PH 182 4 4 12 LUDE ET v HA 183 4 1 13 C OOUE OO Pa E AN E E TTE T 184 4 1 14 MESI LOCK A T O M D aM LC Eee Set 185 4 1 15 NS te eS 185 4 1 16 A eite ctu oe log neal tee Das cits ci tede teu denti cme itc erate a eeu eas Nico rS 186 4 1 17 Po DOMOU PEA IN II II NE RUNE TREND T COUPER E 156 AZ PIE CLP PLATE SS A etie tubes oM ta iu dean D LA Met eM eeu n c eres NA A d 187 Jd OBJECT TYPE EQUIPMENT erecta rae treet atin utat stunde iaa 187 Jd OBIESPPYPESJOINED nU stesso ahaa A AAA A A ot un di obe c aput oc fan qu dut tuse ui tendu esed ON E 187 4 S OBIBCLTYPESUBPORT dr OUND atatum a ttu etit eese a eru qure delete uote e ra ute eeu t poe us 188 AG OBIECD TYPE SUPPOR TOUR VES incisal vans eua doi recta aac cest pia daa iss Dele esis ates Lc e ie chap aM T Ee Led 188 AT OBIECT TYPE Te PVCU OAD RE aida 188 AS OBIECPETYPEOGUIDE PENNE ai A dado te detenido esed dt A AS 188 AOR IEC I YPE GUIDE LINE scarlett me eb odes uus rosea edi autos ed 189 Ae OPO BIECT TYPE WATERS URENCE RM NR Tm m Rm 189 D FPOBIECT TYPE W ATER DA YER a erectae te cete aere et
67. 8 5 m 10 m 2 4 5 Mass There are two alternatives for adding a specific point mass They are described in the following See Section 4 6 2 for further references 2 4 5 1 Uniform Point Mass Purpose To define a same mass contribution in global x y epi and z directions Uniform Point Mass Generic Point Mass Name Mass Position x This command is scripted Typically when adding 1000 tonnes at a specific position Mass Ko x Massl PointMass Point 10 10 10 1000 tonne Apply 2 4 5 2 Generic Point Mass Purpose To define a mass with different t Create Point Mass contribution in global translation and rotation Uniform Point Mass Generic Point Mass i y and 7 directions Mad Uniform Mass C Diagonal Mass Matrix pop Directional Mass Symmetric Mass Matrix This command is scripted Typically when A 5 5 adding different mass elements using E GT Sed OT directional and a diagonal mass matrix O s MB a s D Kg m 0 Kg m 0 Kg m D Kg m 2 D Kg m 2 D Ka m 2 D Kg m 2 0 Kg m 2 D Kg m 2 0 Kg m 2 0 Kg m 2 D Kg m 2 Mass2 PointMassMatrix Point 25 25 25 5000 Kg 4000 Kg 3000 Kg 10000 Kg m 2 Apply 8000 Kg m 2 6000 Kg m 2 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 68 11 April 2011 2 4 6 Compartment Manager Purpose To automatically create compartments for use when creating loads from content or to define a tank subjected for filling in HydroD The c
68. A Adan 126 213 TAE SELECTION TOOLBAR A OA AAA AA Ad a 127 de THEBROYSERMENU reroncene aeea eoi de cou eue diu eeu ee su cop Eae Ded Po ea desee e ace oa ves eba coa Ee Dea do eoru cod c GE S 128 NL ANALYSIS e c QX 129 DAC APAC I a M 130 Pe CEN A E E EAE 130 Be Z SOV COVE PF GGUS cies cassis Seca anes SS AS tS E 131 DR OO Ea mE 131 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 5 11 April 2011 SUL ME UN SR a EO ST ADR Ee TO EEE OY LT Ee EY ROR PATA OT ERTS ORE RST OPER RESORTS PTR IEE PE ORO TRE ORES TEES at Ee 131 3 2 4 1 TAO AA CASE S Sia ben AA AM beta ea an PN IRI cde oa ER M PN Le TUE uaa Nola ES an TUS ARD cu Mb tae tag ER Mar IUE 131 3 2 4 2 GIOI SI abe RR 132 Sad d PSC SD AA tac carson eta aloe en abs soc baal secon Slo ued DUM ws alae EP MOL MEM NEM MEN DM ED E MEME 132 SUP MEME d Ged el Bad 0 PP SA iio 132 SA S O NISI Rc P n 133 SR A MEE CAS TAS ue 134 S S ARIPO Rerv A 134 O ES a RS aia 135 SAT SC EET 135 044 8 Danish Standard DS 4124 DSA AS AA EAS SAA A MAA AA AN AA 136 DL EVO CO ES EIN 19955 LD O Os AAA AA AAA A A A DR 136 SUP Da ISO AI OZ DO SS SIA is 138 SAM NOR SORA DO 50 0 15 ASS A A AA A lite 139 3 2 4 3 Member and paie uo aco eripe o S horas d
69. BucklingLength I Effective length E E 1 Column case for buckling a0 Flooding From Structure v t Create Code Check Run Capacity Manager ec Code Check EME Include Iw Members Loadcases General Member EN 1993 1 1 m about y axis R Buckling length remerke x m Effective length factor NEN Moment factor 3 2 4 3 9 Eurocode3 EN 1993 1 1 2005 Buckling curve Automatic m about z axis v yz symmetry Purpose To define global and member specific code SEINE checking factors according to Eurocode3 EN 1993 1 1 Sici Estne 2005 n Moment factor Buckling curve Stiffener Spacing Y hero EIE This command is scripted typically when modifying the Lateral torsional buckling lateral torsional buckling Factor Cl to 3 cus i El Factor kc 1 Ccl run I memberOptions LTBFactorC1 3 RT IDEE reum p je Rolled or dues welded B y P3 Length between lateral supports Top flange Noe m Bottom Flange None T m Section classification Automatic Interaction Factor method 2 Automatic m Hollow and welded box specific 4 Hot finished jw Thick welds Exclude conservative usage factor from formula 6 2 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 148 11 April 2011 t Create Code Check Run 3 2 4 3 10 ISO 19902 2007 Capacity Manager Cel Purpose To define glob
70. Cancel 2 1 10 6 GeniE journal file JS F Purpose Create and export a clean journal file for Export Model to JS File frame and plate structures The parts of the concept Save in E Description Commands model that are exported to js format are documented in S pescription commands is User Manual Volume 3 Description Commands 20080723 _ 082843 js This command is not scripted unless you tick off for such option To include js export in a journal file see the last Chapter of this User Manual Notice that export of loads is a separate tick off option Typically iuo Save as type E Files ja L ancel JsExporter ExportModelJS Joumal export operation Try to fix topological inaccuracies in the model alow JsExporter DoExport C Location yourname js DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 30 2 1 10 7 Rule Loads XML file Purpose Export compartment and some structure information for use by Nauticus Hull to create CSR rule loads This command is not scripted unless you tick off for such option Typically RuleLoadsExporter ExportRuleLoadsXml RuleLoadsExporter DoExport C Location yourname xml 2 1 10 8 ACIS SAT file Purpose Export geometry to Acis Sat file format This command is not scripted F User Manual Vol VI 11 April 2011 Export to Rule Loads AML File 26meshcontrol Sy chedidz 5 Mesh 9 COPYFRAME S jmodel_1 C Desc
71. Combination LC Comb addCase LCI 1 LC Comb addCase LC3 1 DET NORSKE VERITAS SOFTWARE Version 5 3 2 4 15 Insert Environment Purpose To define global properties for air water and the soil Furthermore the data for running a deterministic time condition air and or wave is set up herein Please see Volume 2 of the User Manual for more details 2 4 15 1 Insert Location Purpose To define properties for air water and the soil All data for the air water and the soil will be scripted upon clicking the OK or Apply buttons The program default values are shown on the pictures For the soil you may define soil type soil curves and soil data from this input dialogue or select from the browser Environment gt Soil See next Chapter for details This command is scripted Typically Locationl Location Om 1 m Locationl gravity 9 80665 m s 2 Locationl air density 1 226 Kg m 35 Locationl air kinematicViscosity 1 462e 005 m 2 s Locationl water density 1025 Kg m 3 Locationl water kinematicViscosity 1 19e 006 m 2 s Locationl seabed normaldirection Vector3d 0 m 0 m 1 m Locationl relativeSoilLayers false GeniE User Manual Vol VI 85 11 April 2011 du Location Mr Deterministic Time Condition t Create Edit Location Name Location Gravity 3 80665 m s 2 m s 2 Air Water Soil Density E 226 Kg m 3 Kg m 3 Kinematic viscosity E
72. E VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 174 11 April 2011 4 1 Object type Beam iom Centre of Gravity Note that Edit Beam Centre of Gravity Move Join Beams Join Segments Cover Copy Curves Labels Mesh Locking and Visible Model are not available from pulldown Move Or fr om toolbar menus Generate Joints Join Divide Cover Curves Delete Rename Properties Beam Result Diagrams Labels k ColorCode Mesh Locking Mamed set View options 4 1 1 Edit Beam Visible model Purpose To modify beam specific parameters like local system offset vector hinges split points move ends translate and buckling factors These commands are scripted The content depends on which operations are carried out See below for examples 4 1 1 1 Local system F Purpose To modify the local system of a beam lll Edit Beams Local System Offset Vector Hinges Split Points Move End Translate gt Local system interpretation This command is scripted Typically when rotating the SPEE aaa beam Bm21 90 degrees around the beam local x axis 9 AS Bm21 rotateLocalX 90 9 Rotation Rotate around local axis deg t Flip local preserving the vector t Flip local preserving the 2 vector Specify local coordinate system t Locals vector Mectosd mim m t Local vector Mectoddpim m m t Localz vector Mectod mOmim f Local System
73. I Version 5 3 57 11 April 2011 2 3 The View pulldown menu Here you can modify the settings of what you want to see and you can Browser define the graphics of what you want to see abs None of the commands are scripted The actions are persistent 1 e the Status Bar changes are permanent for the ongoing and new jobs until you modify the view settings again Refresh Graphics Toolbars options 2 3 1 View Browser Tick off for browser if you want to see it or if you want to remove it from your view 2 3 2 View Tab Tick off for viewing command lines interface windows or if you want to remove it 2 3 3 View Status bar Show or hide the status bar 2 3 4 View Refresh graphics Redraws the current graphic views and remove any label 2 3 5 View Toolbars Tick off option for customizing how many toolbars you want on the desktop Main View Manipulations Label Selection Object Types Create Methods When an option is ticked off it is part of the desktop For a description of each toolbar menu see following Chapters in this User Manual Default Properties wf wf wf wf wf wf wf wf Loadcase Debug 2 3 5 1 Main Du i kx TY 2 3 5 2 View manipulation lt gp m8 Oo amp ag Default display y 2 3 5 3 Label rez Name DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 58 11 April 2011 2 3 5 4 Selection 2 3 5 5 Object Typ
74. I C2 3 1b7 This command is scripted By selecting the above options above and maximum angle 25 degrees typically Analysisl step 2 rules setRuleType wrAPI Analysisl step 2 rules includeDoppler true Analysisl step 2 rules applyWakeType wrTo Vertical Analysisl step 2 rules adjustForCurrent true Analysisl step 2 rules maxAngle 25 deg DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 96 11 April 2011 Buoyancy It is possible to override the default options for how to calculate the buoyancy the default options are shown below Assuming horizontal free surface 14 Edit Wave Load Run 2 g Run nalysis4 step 2 Wave load condition Condition Buoyancy is calculated assuming a horizontal surface above each member Load calculation Added mass and damping only Data check only Y Automatic generation of input files 9 The largest of the surface elevations above the member ends 1S used at both ends Deterministic seastates Added mass and damping Rules Buoyancy Morison Dutput Special options Buoyancy forces with non horizontal water plane This option is default and is only available in time domain 2 Assuming horizontal free surface ga C Using actual free surface Using actual free surface v Include Buoyancy due to steel area 9 Buoyancy forces are calculated using the actual 1 e a non horizontal water plane that gives small buoy
75. Lb IDINIWV SESAM USER MANUAL GENIE VOL VI MENU DESCRIPTION uu 2 f r LI r 5 sce y 4 T 4 4 A YN 4 UM i x 1 AA E pra toe Th E wa oe YA Fo t E Ue Concept design and analysis of offshore amp maritime structures DET NORSKE VERITAS This page 1s blank for printing Sesam User Manual GeniE Vol VI Menu Description Concept design and analysis of offshore structures 11 April 2011 Valid from program version 5 3 Developed and Marketed by DET NORSKE VERITAS DNV Software Report No 00 000 Revision 0 11 April 2011 Copyright 2011 Det Norske Veritas Software All rights reserved No part of this book may be reproduced in any form or by any means without permission in writing from the publisher Published by Det Norske Veritas Software Veritasveien 1 N 1322 HOVIK Norway Telephone 47 67 57 99 00 Facsimile 47 67 57 72 72 E mail sales software sesam dnv com E mail support software support dnv com Website www dnvsoftware com If any person suffers loss or damage which is proved to have been caused by any negligent act or omission of Det Norske Veritas then Det Norske Veritas shall pay compensation to such person for his proved direct loss or damage However the compensation shall not exceed an amount equal to ten times the fee charged for the service in question provided that the maximum compensation shall never exceed USD 2 millions In this provisi
76. Library Library Browse Subset Filter l Channel Pipe Box B Bar B Name match pz Q Max height diam m I Min height diam m Number of sections to be imported Import C All Selected Cancel Open Section Library on c program files dnvys genieWi Look in E Libraries O e E E aisc_v3 kzy E NSF_EN KZY anglebar xml thar xml bulb xml Flatbar xrml 2 Material library xml 2 New Text Document xml File name MES WIKZY Files of type Section library KZ Y XML Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 35 11 April 2011 2 2 6 2 Material Purpose To create and edit a material property t Create Edit Material Properties x x V Allow edit This command is scripted Typically for a linear New material e ve Yield a isotropic material named MyMat E T 4 MyMat MaterialLinear 275000 7 85 210000000 io Young Pa x 0 3 1 2e 5 3 0e 5 430000 Poisson x Thermal delC 31 gt Damping N s m Tensile Pa Cancel Apply It is also possible to define an isotropic shear material 13 Create Edit Material Properties x v Allow edit New material This command is scripted Typically for an isotropic EUN Asialeduction Q x shear material named MyShearMat with axial Density Kg m 3 x reduction of 75 0 WEE Pa x Poisson x Thermal d
77. LocalSystem V ector3d D m 1 m m Vector3d Cancel Apply GeniE 175 DET NORSKE VERITAS SOFTWARE Version 5 3 4 1 1 2 Offset vector Purpose To add eccentricities to the beam ends This command is scripted Typically when specifying an eccentricity of 5cm in negative global z direction for beam Bm21 Bm21 setBeamOffset Vector3d 0 m 0 m 5cm 4 1 1 3 Purpose To add a hinge to a beam end The hinge properties are defined from the EditlProperty Hinge or from the browser folder Properties Hinges Hinges This command is scripted Typically when adding the hinge Hingel to endl of Bml Bm21 setEndHinge I Hingel 4 1 1 4 Purpose To add additional vertices or snap points to a beam Split points This command is scripted Typically when distributing 4 points evenly of Bm31 Bm31 splitAt 0 2 Bm31 splitAt 0 4 Bm31 splitAt 0 6 Bm31 splitAt 0 8 User Manual Vol VI 11 April 2011 Ill Edit Beams Local System Offset Vector Hinges Split Points Move End Translate Buc A Specify offset vector Vector3d 0 m 0 m m Align section f End1 2 different Alignment zZ OF Cancel Apply MM Edit Beams Local System Offset Vector Hinges Spit Points Move End Translate E Select ends Select Hinge End1 2 different K Cancel Apply ll Edit Beams Local System Offset Vector Hinges Split Points Move End Tra
78. Locationl insertSoilBorder 80 m Locationl soil 1 soilCurves SoilCurvesl Locationl soil 1 soilData SoilDatal Locationl soil 1 soilType Sand1 Location1 soil 1 numberOfSublayers 1 Locationl soil 7 soilCurves SoilCurvesl Locationl soil 7 soilData SoilData6 Locationl soil 7 soilType Sand5 Locationl soil 7 numberOfSublayers 2 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 158 11 April 2011 When a location is defined the associated wave load condition Sire including current wind and wave model is defined The data can be Analysis A s B entered in the view below or the data as defined in the subfolders si can be used 3 Air EJ Directions This command LS scripted The scripting depends on which data are m Soi n used to define the condition Typically 3 Water Set Active location Equipment Condition DeterministicTime Location diis THESE Information Conditionl waterSurface regularWaveSet WaveSetl irn orm TE Faste Conditionl populate rm Rename Conditionl addCalmSea em Conditionl component l water current CurrentProfilel eee Named set Conditionl component 1 waterSurface waveModel Airy View options Visible model Conditionl component 2 water current CurrentProfilel Fields Save HTML Report Conditionl component 2 waterSurface waveModel Stokes5 Conditionl component 3 water current CurrentProfilel Conditionl com
79. M Mode Displacement FEM Beam Force FEM Beam Stress FEM Beam Displacement DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 19 11 April 2011 2 1 8 6 Explanation of the FEM Results settings Define Report Mame 528k tri Iv Journal repart generation Cancel Loadcase selection pud gom E Analysis Analysis Y EN eam Force Envi OE FEM Beam Stress Env Allloadcases F DIE FEM Beam Displacem Orly e 0E FEM Node Reaction O FEM Node Displaceme Structure selection ME FEM Beam Force le All structure ME FEM Beam Stress amp Che i ME FEM Beam Displacem Positions For Beam Force Stress and Detlections f Worst position All positions C Fixed Only Number of fixed positions per beam Hotspot for Beam Stress only f Worst hotspot i dhe Max VonMises I Max Min Signe Al hotspots Shape tor Beam Deflections only t Linear f Cubic f Cubic with local loads Number of interpolation points per element n gt Save Report Report format Html Fille name x528k tri EU US Loadcase selection Analysis Select the analysis you want to report The Beam Force Envelope table and Beam Stress Envelope table scan through all the loadcases in the analysis and show the worst results For the other tables in this chapter you only get the results individually from each loadcase of the selected analysis All loadcases Shows the results for all loadcas
80. M file and create concept model Look in C9femimot vr e Ele EM O Analysis1 i my fem modelT21 FEM My Recent Documents This command is scripted and a typical example is given below sos My Documents FemImporter ImportMeshFem FemImporter DoImport C Location T1 F My Computer Y EM OSLLP7622 D l My Network File name my_fem_modelT 21 FEM Mi Places Files of type FEM Files fem E 7 Element Plate 1 1 Name Prefix Analysis Analysis2 Transformation GeniE 24 DET NORSKE VERITAS SOFTWARE Version 5 3 2 193 SACS file Purpose Import geometry and loads from a Sacs input file and create concept model The items that are r Import SACS File Look in GeniE i User Manual Vol VI 11 April 2011 e E3 converted are documented on the Reference Document section on GeniE s help pages C3 26meshcontrol 23451724 451728 C COPYFRAME Daaaa Description Commands Sjargo_Hold_Model_complete dnw_test_1 aries Cyfagf C3 Chedid C3 chedid2 This command is scripted and a typical example is given below n 59099 5 Jacket Mesh model 1 Module 5 segft gt Files of type SACS Files inp Cancel Length Unit ho TE SacsImporter ImportMeshSacs Force Unit SacsImporter setOutputUnits m N SacsImporter DolImport C Location yourname inp Properties 1 1 Mame
81. NER SL A O va M ia 33 PO EVOP S EERE TE E UT T UU TTE 33 2 2 6 1 SCHO A O EU 34 2 2 6 2 A ein n ete ro d oobis leet bte ETEA eset bod ots Na oe ser i TTE RE ely 35 2 2 6 3 ER FM SSS ER TOTO TERRE EE TENERE EMEN S 36 2 2 6 4 PETC CU CL ANG e a at acentos ar E Hasta o E tav cene da pedi 36 2 2 6 5 COLOSIO Md ION taaan aia ede eden eaten 36 2 2 6 6 PT Deu e mex cas al tc 37 2 2 0 7 MESE tudio dba 37 2 2 6 8 TSO ai SUE ag ces T AE RE E E A E AOS 38 2 2 6 9 In RID SEN OO E CO EE O TD EL T DU LT E 38 ZOO ANCINIOPCEIME lusso esc vim iaa ita a ada toa 39 2E es BONE DINO JO LE dla EE EE RE OOO OOO E OR unease 39 9459 5 o RN MA E Verner Te 39 PALEZ Hydrodynamic diame e Possit eode itas bibi aia 39 20D Conductor Medine odes Yee sence heo att poet ets bet brass oe t sd ld ies 40 2 20d Blenet rennene doses dated wise desidia vete ai 40 DD ORI s MM S IDEEN T T ENT 40 2 29 1405 Marne ClO WI di uiuit dott ii es iia 42 DOOM ATI GO a td di tana ios 43 22007 A E aa A 44 POLAE NOMS TUCU Lara a a A Veiis a ee ee 44 ZA ME ot oe E TRENT T T I T 44 2 20 02 ES C1 6 Uae er One ee Re rer CRE m taut tea 44 2 2 05 12 NNEC Deal fautor O E aO 45 2 2 6 13 Pile DatactertstloS sa a sees pM I ovr en Pe epis ela a eed ia electa Ves ee 45 2209 NWOLSUELLdUE Ainara rabiar abit 46 2 2 6 15 Cont asa ta ett T T 46 2 2409310 NES it ii dit todas 47 DL REM nt testis a a ees a AOA 47 AUN gC Chile DO rai ia LT UT 47 ay Ma uU TE ROR Pe TRE ROT TR TROT
82. Of Elements Property Reinforcements Section Thickness Edit Bear Centre of Gravity Copy Move Generate Joints Join Divide Cover Curves Delete Rename Properties Beam Result Diagrams Labels ColorCode Mesh Locking Named set View options Visible model Beam Type Corrosion Addition Effective Flange Hydro Air Drag Hydro Diameter Hydro Element Refinement Hydro Flooding Hydro Marine Growth Hydro Morison Hydro Shielding Material Properties d i rl Ds 7 Number Of Elements Property Reinforcement Property values Section Thickness DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 185 11 April 2011 Property Values Properties Thickness iat rcs Width Edit Beam Centre of Gravity Copy Mowe 4 1 14 Mesh Locking It is possible to lock or unlock the mesh Lock Unlock Generate Joints Join Divide Cover Curves Delete Rename These commands are scripted Properties Labels ColorCode Mesh Locking Named set View options Visible model 4 1 15 Named Set Purpose To include or remove a selection in a set Named Set This command is scripted Typically when including two beams in the set Include selection in set Cancel MySet C Remove selection from set MySet Set MySet add Bml MySet add Bm2 DET NORSKE VERITA
83. Poly Curve Fs Guide Arc Elliptic m Guide Circle pg Model Curve Fillet Curves DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 74 2 4 9 12 Guide Circle Purpose Insert a guide circle graphically by snapping to 3 points origin radius plane The plane is a result of the three points This command is scripted Typically Curve24 GuideCircle Point 10 m 2 5 m 2 5 m Point 10 m 5 m 2 5 m Point 10 m 0 m 5 m 2 4 9 13 Model Curve Purpose Insert a model curve by snapping between two points The model curve will follow the surface curvature if any between the two points Per default there are 3 internal snap points these can not be altered This command is scripted Typically Curve25 ModelCurve Array Point 5 m 2 5 m 10 m Point 6 327271254 m 2 174330704 m 14 9859724 m Point 7 5 m 2 5 m 20 m 3 2 4 9 14 Fillet Curves Purpose To create a fillet curve by clicking on two adjacent lines GeniE will propose a minimum fillet radius in between this can be altered by typing a new radius followed by Enter This command is scripted Typically when using a radius of I m Curve29 filletCurves Curvel0 Point 5 688202 143 m 5 688202143 m 0 m Curve4 Point 5 m 4 148269176 m 0 m 1 User Manual Vol VI 11 April 2011 Guide Plane Dialog Poly Curve Dialog Guide Line Dialog g Fillet Curves Dialog Guide Point Dialog EH Guide Plane Guide Point Guide Line r Guide Spline
84. R CHR RA 54 2 4 14 Load COM DUI OW daa 54 2 4 15 Inser F VONE N e ices a ace ached ee tene esi Ln EDI bah da wea ie aap dese ern eve 55 2 4 15 1 Mer LO TT TT mm 85 2415 2 sert Deterministic Time Condition 86 PAM LAE TOOLS POUELDOWN MENU mindene ae 87 PV MEME SCREAM SIS MR atte E ETE EC 87 PA AR Credite Mesias aii a NM NUR TID EE 87 2 23 12 ACV NIOBBORT Gaudeat rone otio dated c meet ida os cia o tous 88 Zr Linear Ss iruclural aal sis s SDOLIG nn a a E etas 88 2 5 1 2 2 Linear structural analysis Cre CMv ale e oce ico ext cay ERERH B LO RR ERRAT HR IEEE ERE A wi atrio CR eM Ag Acad 9 POD WAVE Load CU rai e ina 92 ZO 2 ME DORAMA ileso elas eas eee cater 101 r ES 25 1618 18 ll JY AAA RO O Mun UBL o o A ALLE 108 2 5 1 4 Import External Results SIN Ile eiii aii da re acer bans bd oce Pv bae arp c dato ale DU LEUR Ed ERR IRAK EU SUE 108 2 5 1 5 Pame Code Chek ou ousitia ede Caen te editas trib rabia 108 2 5 1 6 Advanced Results OS ae nime meat a test rt eed eee tvi i velo a 109 2 5 157 Kocie dre ERR I T TTE RR 110 2 5 1 8 MS A 0 avem setae ks Veiis CM er pM vein ds ees delice celesti dicen pia eine victis dade eee Viu Pis ee 110 2 5 1 9 BEAM Forco SUC ss DIG PAD eos occifus erotici ti ib taa 111 2 2 I 10 Show Analystsdnd Results ode itr ot eo ul de a ate dl tits 111 A EE Dna M T A 112 PIS Inport WW CLS EISU ASAS EAS
85. RSKE VERITAS SOFTWARE GeniE Version 5 3 73 2 4 9 10 Poly Curve Purpose Insert a poly curve graphically by snapping to 3 points or more This command is scripted Typically when using 6 snap points remember to double click the final snap point Curvel4 PolyCurve Array Point 5 m 10 m 10 m Point 7 5 m 10 m 10 m Point 10 m 7 5 m 10 m Point 10 m 5 m 10 m Point 7 5 m 2 5 m 10 m Point 5 m 2 5 m 10 m Curvel4 modifyCurveType 2 ggStraight Curvel4 modifyCurveType 4 ggStraight Notice that in this case there are two parts that are straight as a result of an automatic curve fitting process This can be changed from editing the poly curve 2 4 9 11 Guide Arc Elliptic Purpose Insert a guide arc elliptic graphically by snapping to 3 points origin start and end of ellipse This command is scripted Typically Curve20 GuideArcElliptic Point 10 m 2 5 m 7 5 m Point 10 m 5 m 5 m Point 10 m 2 5 m 10 m true User Manual Vol VI 11 April 2011 Guide Plane Dialog Poly Curve Dialag Guide Line Dialog gr Fillet Curves Dialog Guide Point Dialog EA Guide Plane Guide Point Guide Line r Guide Spline Ld Poly Curve q Guide Arc Elliptic 48 Guide Circle pq Model Curve Fillet Curves Guide Plane Dialog Poly Curve Dialog Guide Line Dialog g Fillet Curves Dialog Guide Point Dialog 3 Guide Plane Guide Point a Guide Line r Guide Spline
86. S SOFTWARE GeniE User Manual Vol VI Version 5 3 186 11 April 2011 4 1 16 View Options Purpose Access to the same view settings as defined under ll View Options the ViewlOption pulldown General Settings Mouse Color Coding Annotation Diagrams Browser menu Value Capacity Models These commands are not Color code legend scripted Environment 4 Evaluators FEM Guiding geometry Hydra Loads and Equipment Structure Utility Utility Selection ES Working Set Active 3 Working Set Inactive s gt Default display Save Az Delete Restore defaults HEFTE 4 1 17 Visible Model Purpose To decide which parts of a model to show in the graphic view It is possible to Show selection only Alt S Edit Beam Add selection Alt Plus Centre of Gravity Remove selection Alt Minus ud i O Alt i A Generate Joints Show Complement Alt Q Jain Divide Cover Curves Delete Rename Properties Labels ColorCode Mesh Locking Mamed set View options visible model Show selection only lk 5 4dd selection Alt Plus Remove selection Alt Minus Showy all ALT A Show complement ALT Q DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 187 11 April 2011 4 2 Object type Plate Note that Centre of Gravity Move Flip Normal Labels Named Set and Visible Model Centre of Gravity are not available from pulldown or from tool
87. SAD EEE ASIA AAA EA AS A AA A 112 2 9 SPRODORIIOS A ti it 113 2 diel reate Scaled Maternal m T T ah aioe eae ee 113 ARDET ONU Ur EO EOE PRA SO TTE 114 2 5 4 1 COME UV T tras HT LE 114 2541 SIMPY LOPOLO aro AA NAAA AA 114 Dk CA SUICIDA E de SARA AE DAS A A eso CPUS 114 ZAMS Sput Periode GEOMETRIA RAS E LS Dua Ad 115 2 5 4 2 Ix PRSE RR EUREN EE UE 115 2 5 4 3 Curve Pon senes ftatus AAN radon Eutr abut era ord utra ofa poma onto aru Urteil 115 2 5 4 4 vies c c EET 116 2 5 4 5 A E T MR ER 116 2 5 4 6 SANGER TOMS De AIS AS AS WERDE DELE AAA AE AAA A 117 V MEE RDUM A 118 LIV Ereate Dimas aa AAA a 118 LID A ele DE WES usa e dali eds 118 O CUSTOMS CA Ra 118 2 5 6 1 PI dcc 118 215 0 2 PCA AICS ROTER 119 DO THE HEEPTPUEEDONWN MENU S ds dee obest teda e ute coetu A ae utente ities AS eu onusta utu ced e lee e eu ca Cor a 120 LOT LA UU 120 202 US SUS OM IC MO Dn dE AA AD AAA DAA aida 120 2 0 97 AIN VIO ATEO ME CO td 120 LOA MOTY MONON AAA A 121 ZOD ACO GENIE aoia A A a 121 UNAS AA ASEN ce E LL o II AO DA 122 EAT TAE MAIN TOOLBAR ET O E 122 2 9 CHE VIEW MANIPULATION TOOLBAR cnisa nn a did Me Pen dido 123 20 LHe LOADCASE TOOLBAR atada TESNE E E A E O E ORE A ae 124 2 A40 TE LABELS TOOLBARS A A SA ASAS AAA AAA ii 124 ZIRE OBIBCT TYPES TOOL Rias ETT 125 22 Ve CREATE METHODS TOOLBAR atan AA
88. Wave load condition Condition Load calculation Added mass and damping only Data check only Y Automatic generation of input files 9 Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options Global results Print file Loads interface file Element loads Structure set x e Deterministic Seastate Step v Add Qo Transfer functions Direction Period 1 2 3 4 Fluid kinematics Point x Q This command is scripted By selecting the named set Jacket sea state number 2 and step 10 typically Analysisl step 2 output printFile addDeterministicData Jacket 2 10 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 98 11 April 2011 The Loads interface file option controls type d Edit Wave Load Run of file format and a manual contr ol of the fir St 2 e Run Analysis4 step 2 v Wave load condition Condition load case number Load calculation Added mass and damping only Data check only Y Automatic generation of input files 9 The default option is to use an unformatted file and that the first wave load case number 1s a continuation of the basic load case numbers Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options Global results Print file Loads interface file Iw Generate loads interface file C Forma
89. When using the GeniE Command Line tab you will get a list of relevant properties and functions by pressing the Tab key while typing the command Beaml StraightBeam beamType copy3Point The command window will also provide a tool tip to assist you with the command syntax Beaml copyTranslate 1 of 3 Array copyTranslate LengthYector3d translation int n GeniE also supports the general programming language JScript By combining GeniE commands with JScript you may use programming features in your model input file Typically you may start by defining all basic model data as variables in the beginning of the file and then refer to these variables when creating the model Coordinate arrays var X1 new Array var Yl new Array var Zl new Array py Xl values XLIO 2257 Xl 1 12 X1 2 34 bd Yl values Y1 0 45 LL 2 s20 ALI i y Zl elevations A O 129 9875 AL I 12429975 Point A JBormneslpo 211901 ALTU Further you may use arithmetic expressions within the GeniE commands or to do separate calculations TopElevation Z1 1 2 45 Point B Pounce 2 04 40050 Toprlevati n 10 7 Please note that most mathematical functions are addressed through the Math object in JScript Radius 5 0 MyArea Math PI Math pow Radius 2 Print MyArea PODIO O Lo DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 208 User Manual Vol VI 11 April 2011 For
90. a Moment amplification bottomFlangeLSupportSpacing 2 Axial compression and bending d l f blas Bending Moment Bending Moment Option t Local Bending Moment Stiffener Spacing F None m Lateral torsional n B buckling modification Effective length factor i for torsional buckling Length between lateral supports Tap flange None m Bottom Flange None m L section specific Dy Chapter E5 t Methoda Method b Connected to Longleg Short leg DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 142 11 April 2011 3 2 4 3 3 API LRFD 2003 t Create Code Check Run Capacity Manager Cel Code Check ARMS Lancel Include lf Members W Joints Purpose To define global and member specific code checking factors according to API LRFD 2003 The factors prevail for tubular and non tubular members Loadcases General Member Joint APILRFD AISE This command is scripted typically when using a if about v asis 2 moment amplification of 1 2 E i aT neur m Ccl run 1 memberOptions momentAmplificationY Effective length factor I P Moment amplification 1 e about z axis I y z symmetry CclI run 1 memberOptions momentAmplificationZ duelo nets Member Length Iml l2 Effective length Factor Moment amplification Axial compression and bending a f Max Bending Moment Bending Moment Option t Local Bending Moment Stiffener Spacing Y Mem
91. a beam as truss member In this Nonstuctwal Truss Stim Inner Beam case the bending stiffness of the member is neglected mie p New truss This command is scripted Typically MyTruss BeamTypeTruss Cancel 2 2 6 12 3 Shim Purpose To classify a beam as shim member The shim Reyes tms elements are normally special connections between Nonstructural Truss Shim Inner Beam conductors and conductor frames whereby the x r conductor is free to move in vertical direction New shim Stiffness N m x This command is scripted Typically MyShim BeamTypeShim 1250 Cancel DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 45 2 2 6 12 4 Inner beam Purpose To specify the connections between a beam and an inner beam This command is scripted Typically MyFullCoupling InnerBeamSolid It is also possible to specify a spring connection between the beams This command is scripted Typically MySpringConnection InnerBeamSpring 250 350 350 2500 0 kN m 0 kN m 2 2 6 13 Pile Characteristics Purpose To define specific pile properties to be used in a non linear pile soil analysis This command is scripted Typically MyPileChar PileCharacteristics 2 5 tcF ree User Manual Vol VI 11 April 2011 Create Edit Beam Type Nonstructural Truss Shim Inner Beam Iv Allow edit New InnerBeam Ln Tot v 3 C Spring Fully coupled Create Edit Beam Type
92. ad condition Condition Load calculation Added mass and damping only Data check only Y Automatic generation of input files 9 Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options Phase step Timestep Single step I 9 The condition was inconsistent You must review and press OK to confirm Seastates table parameters Q Step length deg Number of steps 36 Current blockage factor fi Design load calculation Maximum base shear Maximum overturning moment Wheeler stretching Q Wave kinematics factor V Buoyancy calculation Fill all Fill selected Specify value Q Seastate Period Direction Height Phase Wave mod Order Current Wind Stretching Step length deg Num steps Buoyancy Design load Current b fac Wave k fac 1 LC num 1 1 14s 270deg 26m 60 deg Stokes5 CurrentProfile1 2 l 12s 180deg 15m 60 deg Stokes5 CurrentProfile1 K 3 14s 90deg 28m 50 deg Stokes5 CurrentProfile1 4 15s Odeg 27m 60 deg Stokes5 CurrentProfile1 5 5 CalmSea 6 Cancel Apply Deterministic seastates Phase step Time step or Single step can be selected Please notice that if you want to create analysis results for use in a gust wind analysis in Framework only the option Single step can be used In case you check for Maximum base shear and Maximum overturning moment there are only two load cases part of the load t
93. al Vol VI Version 5 3 15 11 April 2011 2 1 3 Save workspace Purpose Save model to database This command is not scripted 2 1 3 Close workspace Purpose Close a workspace This command is not scripted 2 1 4 Set Default workspace folder Purpose Choose were you will save your projects rena En This command is not scripted The working directory is stored in the Registry for the current GeniE version in the user profile for the current user Select rook Folder For workspaces E3 My Documents E E Mv Computer OSLEPB105 E Oyster 0 1 hy DVD RAM Drive D H S apps on oslo 6 4 3 Manek on losl029cs H Eswno990 on Osl 28cs 01 projects an osl028csdFs Ps H A OrgUnits on Osl025cs1Dfs Q E E common an osid28csdFs 5 Cancel 2 1 5 Explore Current Workspace Purpose Opens a new file explorer window showing the content of the File Edit View Favorites Tools Help folder where your current workspace 1s l located ay uu d Search Wey Folders Bee This command is not scripted s dema workspace gni lag Fd dema workspace js demo_workspace sat 5 demo_workspace_20101020_133837 js DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 16 11 April 2011 2 1 6 Save graphics as Purpose Save a graphics file of the current display F Save Graphics As This command is not scripted To include picture generation in a journal file see the last Chapter of
94. al and member specific code Code Check BITEEEETIE Cancel checking factors according to ISO 19902 2007 The id WO factors prevail for tubular and non tubular members Losdeases General Member Join This command is scripted typically when modifying 15019902 EN 199911 moment reduction factors about y and z axis to Casel Sues LE c Buckling length Member Lenath m and Case3 Effective length Factor Ccl run 1 memberOptions momentReductionY Moment reduction fi moCase 1 about z axis IV wz symmetry Buckling length m Ccl run 1 memberOptions momentReductionZ A El moCase3 Moment reduction Axial compression and bending oe Moment Bending Options tie Sse HU f Local Bending Moment Stiffener Spacing y Member None m Cone None m Flooding From Structure t Create Code Check Run This command is scripted typically when disabling the See Hot finished and Thick welds for hollow and welded coo eme Cancel box profiles Include IW Members Iv Joints Ccl run 9 memberOptions Loadcases General Member Joint ENI993 1 I hotFinish false 18019802 EN 1993411 about y axis oe Ccl run 9 memberOptions Buckling length Member Length Im ENI993_1_1 thickWelds false Effective length factor 1 Moment factor 1 Buckling curve Automatic about z axis Iv wz symmetry Buckling length Effective length factor Moment factor Buckli
95. ancy components in the horizontal plane By default the Include Buoyancy due to steel area option is on meaning that buoyancy of the steel is included This command is scripted By selecting the above options above typically Analysisl step 2 buoyancy horisontalFreeSurface true Analysisl step 2 buoyancy actualFreeSurface false Analysisl step 2 buoyancy steelAreaBuoyancy true Morison You may define if velocity decomposition shall be used when calculating the normal components of the drag forces i e how to handle the v term in the Morison equation Normal to elements involves that the absolute 4 Edit Wave Load Run value of the normal velocity is multiplied with Run Ansbssistenz Wave load condtion Condiiont x the velocity component normal to the member in the Morison equation i e abs vn 1S used Load calculation Added mass and damping only Data check only Y Automatic generation of input files 9 This 1S the default option Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options Q Drag term absolute velocity Total involves that the absolute value of the normal velocity is replaced by the absolute value of the total velocity in the Morison equation 1 e abs v is used Normal to elements Total This command is scripted By selecting the above options above typically Analysisl step 2 morison normalToElement true
96. and is scripted Typically MyMarineGrowth MarineGrowthConstant 20cm lcm 2 MyMarineGrowth use InForceCalculations false Purpose To define a linearly varying value for marine growth This command is scripted Typically MyMarineVarGrowth MarineGrowthZLevelFunction MyMarineVarGrowth add 0m 0 2m 0 05m 2 MyMarineVarGrowth add 50m O 1m 0 02m 1 MyMarineVarGrowth use InForceCalculations false GeniE User Manual Vol VI 42 11 April 2011 t Create Edit Hydro Property Constant Function of Diameter Function of Roughness Reynoldsnumber Function of Roughness KC number By Rule MorisonByRulel Iv Allow edit Cancel Apply t Create Edit Hydro Property Constant Function of Z level f New Edit Existir MarineGrowthConstantl v Allow edit Use marine growth when calculating inertia force 9 Thickness tg m x Roughness height hg m x Q Density factor Wy Yi 4 J EL _ Cancel Apply t Create Edit Hydro Property New Edit Existing MarineGrowthZLevell Iv Allow edit F Use marine growth when calculating inertia force Thickness Y Density factor Iw Roughness height ca B m Z level m Thickness m Roughnes GeniE V4 0 14 Date 21 Aug 2008 09 53 3 Marine Growth Function Table 92 sta WN irf e E S k S E D J Ohrine ensity factor DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol
97. bar menus Copy Move Flip Normal Join Divide Delete Rename Properties Labels ColorCode Mesh Locking Named set View options Visible model 4 3 Object type Equipment Note that Place Place a Copy Named Set Visible Model are not available from Place pulldown or from toolbar menus eye Centre of Gravity Move Delete Rename Properties Labels ColorCode Named set View options Visible model 4 4 Object type Joint Note that most of these are not available from pulldown or from toolbar Copy Move Add Can Stub Add Gap Flush braces Split braces Add LJF Remove joint eccentricities Select Cans Select Stubs Select connected beams Delete Rename Properties Labels ColorCode Named set View options Visible model DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 188 11 April 2011 4 5 Object type Support Point Note that Move Labels Named Set Visible Model are not available from pulldown or Copy toolbar menus Move Delete Rename Properties Labels ColorCode Named set View options Visible model 4 6 Object type Support Curve Note that Move Labels Named Set Visible Model are not available from pulldown or Cp toolbar menus Divide Cover Curves Delete Rename Properties Labels ColorCode Named set View options Visibl
98. ber None m Cone None rn Flooding Fram Structure t Create Code Check Run This command is scripted typically when using Chapter Capacity Manager Ec E5 Method a connected to Short leg for L profiles Code Check IBERESSTEITIE Cancel Ccl run 1 memberOptions aisc E5Method moE5a pees A eee Loadcases General Member Joint Ccl run 1 memberOptions aisc API LRFD alsc connectionToLongLeg false EMT a F Buckling length M ember Length m Effective length factor 1 Moment amplification 1 about z axis v u z symmetry Buckling length m Effective length Factar Ho rl Moment amplification Ho rl Axial compression and bending ie l MaxBending Moment Bending Moment Option t Local Bending Moment Stiffener Spacing y None m Lateral torsional n e buckling modification Effective length Factor i for torsional buckling Length between lateral supports Tap flange None m Bottom Flange None m L section specific q Chapter E5 t Methoda Method b Connectedto e Longleg C Shortleg User Manual Vol VI 11 April 2011 GeniE 143 DET NORSKE VERITAS SOFTWARE Version 5 3 3 2 4 3 4 API WSD 2002 F Purpose To define global and member specific MM Properties code checking factors according to API WSD 2002 The factors prevail for tubular and non tubular members Object Properties Edit Code Check Run Capacity Manager C
99. bo box All hotspots Shows the stresses in all hotspots Shape for Beam Deflections only Linear Implies that each finite element is approximated by a straight line meaning that the two end points of each element are calculated Cubic Implies that each finite element is approximated by a cubic spline function that matches the beam end rotations Specified number of interpolation points per element is calculated along the spline Cubic with local loads Implies that an analytical solution of deflections due to local element loads is superimposed on the cubic spline function Specified number of interpolation points per element is calculated along the spline Number of interpolation points per element Number of interpolation points must be between 5 and 25 and is only relevant for the cubic options DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 21 11 April 2011 2 1 8 7 Frame code check Purpose To document the results from a frame code check as shown to the right The tick off marks indicates program default BE a 3 S Frame Code Check AE Summary Results This command is scripted Typically when documenting the Summary ze inl pud Ful Results Member Options Full and Member Result Brief for all AE Member Result Brief utilisation factors above 0 75 for all available code check runs 4 amp Member Result Ful 4 Joint Member Options Full dE Joint Member Loads AE Joint Result Brief a
100. c generation of input files criterion is met or when the maximum Soil Splice number of iterations is reached Solver Maximum value is 50 Solver settings e Convergence criterion The Man Iterations convergence criterion is met when the last iteration change in displacements along the pile 1s less than the specified length value Convergence Criterion tes Apo This command is scripted Typically Analysisl step 3 splice solver maxlterations 25 Analysisl step 3 splice solver convergenceCriterion 0 0015 m 2 5 1 2 4 2 Linear calculation gt It is possible to neglect the pile and soil 15 Edit Pile Soil Analysis analysis by inserting fixed boundary 5 Run Anapsisi sepa Wave load condition Condition gt conditions along the piles and disregard the pile soil analysis This is the same as gt Torrea caeu T Data check oni gt executing a wave and structural analysis Y Automatic generation of input files where all piles are fixed at the finite Sol Spice Material coetfs Curve generation Group effects Loads at surface element positions Maternal coefficients This command is scripted Typically ca at Analysisl Analysis true on Shear Strength ee Analysisl add MeshActivity on Skin Friction 9 j 2E an File Tip Resistance oe i Analysis 1 add WaveLoadActivity jose Condition Analysisl add PileSoilAnalysis Condition Analysis1 add LoadResultsActi
101. c1 Code Check API WSD 2002 Include I Members w Joints This command is scripted typically when specifying Loadcases General Member Joint flooding to Not flooded Ccl run 1 memberOptions flooding cfNotFlooded API WSD AISC about y axis Buckling length Effective length factor Moment amplification about z axis Buckling length Effective length factor Moment amplification Shitffener Spacing Member Cone Flooding MM Properties i Member Length d m I ez symmetry m rl wu None rn None m From Structure Object Properties Edit Code Check Run Capacity Manager Co Code Check API WSD 2002 Include I Members W Joints Loadcases General Member Joint This command is scripted typically when specifying the buckling length to 5 m Ccl run 1 memberOptions aisc bucklingY BucklingLength 5 m 1 Ccl run15 memberObptions aisc bucklingZ BucklingLength 5 m 1 API WSL AISC about axis Buckling length Effective length factor Moment amplification about z a is Buckling length Effective length factor Moment amplification Stiffener Spacing vy Lateral torsional buckling modification Effective length factor for torsional buckling Y Member Length m 1 1 hd ez symmetry m Length between lateral supports Top flange Bottom Flange L section specific Cha
102. cally r Wave Load Activity Iw Linear Structural Analysis Analysisl add MeshActivity Pile Soil Analysis Analysis 1 add LinearAnalysis C Static f Eigenvalue Analysis Analysis true Analysisl step 2 setEigenvalueAnalysis egLanczos 10 Analysisl add LoadResultsActivity Cancel Analysis 1 execute t Activity Monitor E gt cms The default option is to use Lanczos solver with 10 eigen modes To modify you right Journal activity executions click the activity Linear Structural Analysis Activity ea ases ET and select Edit activity M8 1 Analysis1 Analysis Os Mat Started d 19 1 1 Meshing Always Regen Os Mot Started A 1 1 1 Delete loads Os Mot Started A 1 1 2 Generate loads s Not Started A 1 1 3 Delete mesh Os Mot Started The following eigenvalue algorithms are a OM PI E MUERE available for free vibration analysis aps 1 2 Linear Structural Analys Os WHR 1 3 Load Results Os E sestra inp sestra lis An implicitly restarted Lanczos method combined with a multifrontal solver sestra mnt Householder s method r t Linear Analysis Subspace Iteration Lanczos method if Automatic generation of input files Analysis type Eigenvalues Static Analysis See egLanczos E This command is scripted typically Eigenvalue Analysis NumberofModes ho Analysisl step 2 setEigenvalueAnalysis zu egMultifrontLanczos 15 2 A
103. cally when dividing plate PL into 5 minor plates Validate Pl1 primitivePartCount 8 PlI explode CloneNameMask Validate Pll 1 Validate Pll 2 Validate Pll 3 2 5 4 5 Purpose To verify the concept model This feature is described in Section 3 3 7 of User Manual Volume 3 Verify This command is not scripted L Model Verification Disjoint model parts Beams intersecting plates at a single point Partially split plates Edges shorter than 01 in rn Detect Sliver Faces ih m m Tolerant Entities Geometrical consistency check ACIS Fast Thorough amp lalalala ll wv Structure connected to geometry Free beam ends Free face edges Misplaced reinforcements Mismatching eccentricities Iw Essential structural properties W Interactive model checking Automatic geometrical consistency check model on szave restare time consuming Far large models xe User Manual Vol VI 11 April 2011 Geometry Punch of Curve Punch VeriPy t Divide Plate f Split plate into simple parts t Divide using input curve I Cancel Geometry Punch of Curve Punch Split Weriry DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 117 11 April 2011 2 5 4 6 Stand Alone Beams Purpose To identify beams that are not fully attached to any shell This Geometry d feature is described in Section 3 3 8 of User Manual Volume 3
104. ce from existing projects Set Default Workspace Folder You can also import and export data from your computer or baii from the internet 1 e GeniE s help pages Set External Applications See also Section 3 1 of User Manual Volume 1 for more details save Graphies Asa Print Graphics Old Save report Save report Import k Export k Read Command File Recent Command Files j Recent Workspaces k Exit 2 1 1 New workspace Purpose Make a new project New Workspace This command is not scripted If non default database units Workspace name are selected these will be logged Typically when selecting mm as database units Location GenieRules Units setDatabaseUnits mm N delC CADNV Workspaces GeniE I Set Database Units I Enable tolerant modelling GenieRules Units setInputUnit Length mm Length Force GenieRules Units setInputUnit TempDiff delC Temperature GenieRules Units setInputUnit Force N GenieRules Tolerances useTolerantModelling true Command Input File GenieRules Compatibility version V4 0 I4 2 1 1 Open workspace Purpose Open up existing project This command is not scripted Lj Chedid C chedidz O COPYFRAME C Description Commands argo Hold Model_complete dnv_test_1 O Aries C Faof lt I File name Geri Files of type Genie workspace gni DET NORSKE VERITAS SOFTWARE GeniE User Manu
105. create compartments Feature Edge Insert a mesh control line Linear Slicer Define a tool used for computing and adjusting target forces and moments e g in length direction of a floating vessel Guiding Geometry Insert guiding geometry Profile Y c E E Q E W 2 Define a 2D profile used in punch operations Equipment Define an equipment Explicit Load Load Case Define explicit load like e g point line pressure load Define a load case Load Combination Create load combinations Environment Define the environment for wind wave pile soil analysis Analysis Control analysis activities and look at results Equipment Import weight lists Properties Scale mass materials to target value Structure Perform punching and validation of geometry Dimension Find length and angles Tools Commands Customize Set defaults for printing and naming conventions Help Topics Access to user documentation tutorials and script language Status Lists on the Web Access to on line status list DNV Software on the Web Access to DNV Software web site About GeniE Lists sub contracted software used in GeniE Help Commands DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 14 11 April 2011 mim Edit View Insert Tools Help I 3 Mew Workspace Ctrl M 2 1 The File pulldown menu i Open Workspace CrO 2 Save Workspace Ctri 5 The File pulldown menu is where you can create save and work NU Close Workspa
106. ctor3d 0 0 This command is scripted Typically Slicer LinearSlicer Point 18 m 1 m 10 m Point 12 m 30 m 10 m Vector3d 0 0 1 50 30 Apply Close Slicerl segments 10 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 69 11 April 2011 2 4 9 Guiding Geometry Guiding geometry is often used as a starting position when creating structural guide Plane Dialog parts like beams plates stiffeners and shells There are a number of different Poly Curve Dialog guiding geometries that can be used They are listed in the following For a Guide Line Dialog detailed explanation on how to create and use guiding geometries reference a Fillet Curves Dialog is made to Section 3 3 of User Manual Volume 1 and Section 3 2 of User Guide Point Dialog Manual Volume 3 HH Guide Plane Guide Point Guide Line r Guide Spline L_ Poly Curve q Guide Arc Elliptic B Guide Circle hy Model Curve Fillet Curves 2 4 9 1 Guide Plane Dialog Purpose Insert a guide plane and specify corner points manually EPI elevations x y or z length of spacing constant or varying in two name suec dir ections Type xX Y plane At 0m m Cancel Step Om m No 0 TET This command is scripted Typically when using different relevant AA values for u 1 2 2 1 and v 1 2 3 4 and creating 3 guide planes simultaneously by using a step length of 5 meters 2 time
107. d RegularWave 0 deg 26 m WavePeriod 14 s 60 deg WaveSet2 add RegularWave 90 deg 15 m WavePeriod 12 s 60 deg WaveSet2 add RegularWave 180 deg 28 m WavePeriod 14 s 60 deg WaveSet2 add RegularWave 270 deg 27 m WavePeriod 15 s 60 deg DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 169 11 April 2011 3 4 Equipment 1 level browser 2 level browser 3 level browser Available commands Weight list MEE Import weight list 3 5 Properties umma ma INEA smeHbRqe SSS mans meme ape on codo at ise pepe O O Compare Cone Contes S 0 cito cado tito epi canon hin Corina o Cosi aon coto codo ito preparas EXTTET Hwuberume SSS cin aga 0 ar nde at ta proper figs mae 00 mem mma mmma o 77777 EE ONE 7777777 RN patos amor C menm A ine ttre C e Yr OOO Nev Marine Groen Comm O peine Gomera ira pair ag Constant O pei ag Rod E wee strode Diao Nev sidad Dama DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 170 11 April 2011 new Conductor Stic New Conductor Shcing O tomen Refinement New Element Renement Loaders Load mear 0 merebmefes 0 ts Dey Facto wemwem Macrae Made 0 weMadd cito codo tito pris mes 7777777 0 ata proper cito codo topar Mesh Onions 17 7 IO i ooon ho codo toppers ETT LO OOO a
108. de Check Loads Execute Code Checks set Active Edit Description Rename Properties Fields Save HTML Report Create Members Create Panels Create Joints Add Run Generate Code Check Loads Execute Code Checks Set Active Edit Description Delete Properties Fields Save HTML Report Create Members Create Panels Create Joints Add Run Generate Code Check Loads Execute Code Checks Set Active Edit Description Delete Rename Save HTML Report DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 156 11 April 2011 3 3 Environment Purpose To define the environmental data for air wind gt Ey UME water wave and current and soil for use in hydrodynamic Analysis C3Ai Folder it and pile soil analyses There may be several locations E Capcity Directions Din whereby it is possible to run a number of analyses using L3 i Folder Directions the different locations m l E Soil 7 water The locations are defined from the Environment Folder Equipment Pa RMB and select New Location iE Properties Fields x Structure ne Save HTML Report Utilities A location refers to data defined in the Environment sub folders for Air Directions Soil and Water l Create Edit Location gt Mame Lacation2 Gravity 9 80665 m s 2 m s 2 eir water Soil Density 10 001 226 ton
109. difying the prefix counter value and suffix as shown to the right the script commands are DefaultName typeFlatPlate MyPL 10 UM DefaultName typeStraightBeam MyBm 10 UM DefaultName typeFrameJoint MyJt 10 UM DefaultName typeEquipment MyEquipment 10 UM DefaultName typeBasicState MyLC 10 UM DefaultName typeSupportPoint MySp 10 UM DefaultName typePlane MyGuidePlane 10 UM DefaultName typePoint MyPoint 10 UM DefaultName typeGuideCurve MyCurve 10 UM DefaultName typeMaterial MyMat 10 UM DefaultName typeSection MySct 10 UM DefaultName typeThickness MyTck 10 UM F User Manual Vol VI 11 April 2011 E Customise Prnt Default names Use copy clone name rule Prefix Counter Suffix Example Equipment fj Eapen SS w p fe Guide Plane GuidePlane 1 Guden Point Point hp EE Pow Guide Curve Eure e Beam Joint Equipment Load case Material Section Thickness Te ft pooo ok Cance Apply Pint Default names Default Short Names Default Long Names Prefix Counter Suffix mer Use copy clone name rule Example MyGudeP 10 um MyGuidePlane 10UM Thickness MyTck fio hm MyTck10UM Equipment Load case combination Support Guide Plane Point Guide Curve Material DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 120 11 April 2011
110. dvanced Iv Warp Correction 4 node elements HP TE Eigenvalues Solver egHouseholder Number of M er anczos G hift egMultifrantLanczas egsubspace DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 92 11 April 2011 2 5 1 2 3 Wave Load Activity F Purpose To execute and control input data for a wave load L Create Wave Load Linear Static Ana activity with or without a subsequent linear structural analysis a automatically accounting for the wave wind or current loads Name Analysis2 For more details see e g Section 3 2 3 of User Manual Automatically import global loadcases Volume 2 Available activities e Iw wave Load Activity O Sie It is required to define a wave load condition that can be W Linear Structural Analysis 5 Eigenvalue Pile Soil Analysis referred to when defining the wave load activity a InsertlEnvironmentlDeterministic Time Condition Wave Load Condition Provided you tick off for Journal activity executions this command is scripted Typically Analysis Analysis true Analysis 1 add MeshActivity Analysis l add WaveLoadActivity 3 Activity Monitor Condition rs umen 9 Analysisl add LinearAnalysis Analysis1 add LoadResultsActivity N ut p cu Activity Duration Status Generate Input Analysisl execute 2 9 1 Analysis Analysis s Mot Started d 1 1 Meshing Always Regen Os Not Started 1 1 1
111. e When doing undo you will remove recently added lines from the journal Properties When doing redo you will add these lines back to the journal Rules k Licenses features 2 2 2 Undo Redo Dialog Purpose Specify the step forward or backward froma Bis list You can go back or forward to undo or redo ce ae un nable interactive undo marks recent work you are not satisfied with or things you History ist have done Wrong The history log 1S deleted when you F Show only interactive marks Show only user defined marks Save the work Mark Name Userdefined Undo Redo Current 1 Create Bm Interactive Undo lt Redo gt E r This command is not scripted Cancel Apply 2 2 5 Set Undo Mark Purpose To include a user defined undo mark in the undo redo dialogue v Enable interactive undo marks History list Undo Redo Show only user defined marks Mark Name Userdefined Current 1 Command line entry User Undo lt Redo gt This command is not scripted You may include undo Commenddneenty User Undo Redo gt Si g Command line entry User Undo lt Redo gt marks in the journal file so that it is easy for you to Start Copying User undo lt Redo gt Copy 2 objects Interactive Undo lt Redo gt find locations for undo or redo operations Typically B copy 2 objects Interactive Undo lt Redo gt 7 Command line entry User Undo lt
112. e Load Surface Load Temperature Load Support Displacement Equipment Load Compartment Load 2 1 8 5 FEM Results Purpose To document the FEM Results as shown to the right The tick off ee marks indicates program default OE FEM Beam Force Envelope O FEM Beam Stress Envelope Notice that the reaction forces will be printed for all finite nodes with a ODE FEM Beam Displacement Envelop boundary condition with reference to the finite element number In case you specify a joint for a boundary condition the joint name is also used as a AE reference Finite element node displacements are listed for specified joints only This command is scripted Typically when documenting the Beam Force Envelope the FEM Beam Stress Envelope the FEMNodeReaction the FEM Node Displacement the FEM Beam Force and the FEM Beam Stress for Analysis demo report Report demo_report demo_report add ChapterFEMResults demo report element 1 analysis Analysisl demo report element 1 setNoLimit demo report element 1 add TableFEMBeamForceEnvelope demo report element 1 add TableFEMBeamStressEnvelope demo report element 1 add TableFEMNodeReaction demo report element 1 add TableFEMNodeDisplacement demo report element 1 add TableFEMBeamForce demo report element 1 add TableFEM BeamsStress demo report saveAs demo report xml mrWordXML FEM Made Reaction FE
113. e eee eee e eee e teet eee e eee e eee eese etes eee eee e esee e ae0e 206 0 THE GENIE JSEIPE COMMAND REFERENCE 56i osos nee otov Debes custos eid osse ye desides tete sensui boPi UN Apron viuo UN Paene 208 OZ DSERUIZSCRIPTCONMNPANIDS a deste a e e OE A el o OS 211 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 8 11 April 2011 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 9 11 April 2011 1 INTRODUCTION The purpose of this document is to list the available commands in GeniE There are four alternative ways of accessing a command e From the pulldown menu e From the tool button menu e From the context sensitive menu when selecting an object s in the graphical window or from the browser e From the command line interface window using the script language The commands are listed in the following For practical usage of the commands reference is made to User Manuals Volume 1 through 5 as well as the tutorials found under GeniE s help site You should have access to all the program extensions of GeniE to see all commands The script language is documented on GeniE s help site For some of the commands the relevant script command is given The program defaults for relevant menus are also shown Example on a pulldown menu C DNV Workspaces GeniE Deck deck gni Genie File Edit View Insert Tools Help Das ten IS ee 9 9 s Z uoin srun mass Nem AA Pla 7 m S E ES x
114. e finite element model contains member data MA 1 3 Load Results SUCCESS in addition to pure finite element data a member may be built up from several finite elements You should always use this option unless you know you will not need it b Mesh activity The Smart load combinations will reduce the analysis time since the load combinations are not part of a structural analysis The results Export beams as members in GeniE include load combinations since all Smart load combinations results are combined after the analysis You Override Global Superelement Data are advised to use this option unless there are Ton Superelement Type particular reasons for not doing so Typical Superelement Type examples may be if you want all load combinations to be part of Sestra or you DC Set Mesh Priority want to use load combinations for other analysis Mesh Subset purposes like in Usfos Pile boundary condition Pile Soil Interaction LK Cancel Regenerate mesh option Always Regenerate Mesh From the Override Global Superelement Data you can set the superelement type The default is 1 and you can modify it from here or from the Meshing Rules EditlRules Meshing When ticking off for the Set Mesh Priority the meshing will be performed accordingly M Mesh activity i e prioritized plates or beams will be meshed first Please see the Chapter The Meshing Rules Regenerate mesh option ue Br
115. e marce mere Tea Soret Mn nacre ear bea ne mat cer Md be bep Phot Du ea Eis 12 20 010 A tens icu E E RIP REMIS eM LN ROREM DREAM TS 73 PAO WN ASME AS EllDbHosseiteseepa a 73 2X E mole uen esca nosdp tra eeneatar eR DIR ME IM MEMINI EE to UE Mon D Ta NR anata xe 74 pie SN lie am Ka aS ECE N Eater esti antecessit ito ramet tar gers c e ih ciet cac betae ceo cler betceric teuer Ced 74 Die Ne Tic rini cot c Hmc pec coc ES 74 2 4 10 A A NAT AEAEE CA N EE A AN AT AE O EN EAE ETS 75 2 4 11 FOUIDIIOHT dacsstetudvad oia 75 EET COTO E err a E RR 76 DOM SEC IO O EET D EDD ETE 76 2 4 11 5 meat Valse OdOS casis et E Eus o pin Roo BO copi Host at E RISE nee 77 PAN B MN SILIO ita NI 71 2 4 12 my e EE ei cist ete E E E EN E OEE TOETOE 78 2412 1 PO O A eed cel Aw Sel d fan Seon Bacon D 78 2212 2 Line Load isset spe iae S tutorem e etal op tas cll Ran Vut dou e ar Ve dos uv ut trt UU RU du Uc ve atu IER 78 DADS a WAG i 79 PE RS A AAA O o cu tutup belhv ctu eu ant has oa lun ooh Sis ul au ova a sent tas conde x 80 2412 35 27 o A O 80 PS A A a AA A A E Ru tin a Or cet Ud 81 LANZ 3A DIMAS Hydro Pes a 81 243 12 4 Prescribed Displacements ii RS A AA AAA AA DAS RAS AAA cM rS Td e eR 82 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 4 11 April 2011 2 4 12 5 Le lempebalufeuecase tonto dore iia e ica tala mex bed cerradas 82 2 4 13 10 0 717 GSE ERRO
116. e model 4 7 Object type Explicit Load Note that Move Named Set Visible Model are not available from pulldown or toolbar TENE M menus Move Transform Delete Rename Properties Labels ColorCode Named set View options Visible model 4 8 Object type Guide Plane Note that Move Named Set Visible Model are not available from pulldown or toolbar Copy menus Move Delete Rename Properties Labels ColorCode Named set View options Visible model DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 189 11 April 2011 4 9 Object type Guide Line Note that Move Create beam Create Feature Edge Create Support Curve Join Curves Copy Cover Curves Labels Named Set Visible Model are not available from pulldown or iiis toolbar menus ek Support Curve Create Feature Edge Edit GuideLine Join Divide Cover Curves Delete Rename Properties Labels ColorCode Named set View options Visible model 4 10 Object type Water Surface Edit WaterSurface Labels ColorCode Named set View options Visible model 4 11 Object type Water Layer Edit Water Layer Labels ColorCode Named set View options Visible model 4 12 Object type Air Layer Edit Air Layer Labels ColorCode Named set View options Visible model 4 13 Object type Seabed Edit Seabed Properties Labels
117. e set membership Join Beams and Segments Iw Join Aligned Beams iM Join Beam Segments f Join all segments f Join only segments with compatiple section material DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 181 11 April 2011 4 1 6 Divide Purpose To divide beams and segments using a number of division criteria Divide Beams and Segments o L amp Divide gt D t Explode all structure in selection into simpler parts This command is scripted Typically when dividing Bm1 with an X plane at x 24 m there are now two beams Bml Evie Bears Tle f Explode all beams in selection into simpler beams and Bm2 t Divide beams at position f Create segment border at position Bm2 Bml divide XPlane3d 24 m F Divide beams with plane Divide beams with structure 4 1 7 Cover Curves Purpose To create a plate by covering the area enclosed by the selected beams This command are scripted Typically Pll CoverCurves Beam1 Beam2 Beam3 Beam4 4 1 8 Delete Purpose To delete the selection Delete Confirmation This command is scripted Typically Delete Bml Delete Bm2 w Are you sure you want to delete these 2 iterns DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 182 11 April 2011 4 1 9 Rename Purpose To rename the selected item Rename Object This command is scripted Typically Rename Beam3 Beam3 renamed Description Straight Beam
118. ear Labels 4 18 2 1 Capacity Model Local Coordinate System Capacity Model Local Coordinate System Description LoadCase Name Results Clear Labels L 1 i n y i A AAA j i i 1 1 y e A i 4 1 i k 4 18 2 2 Description Capacity Model Local Coordinate System Description LoadCase Mame Results Clear Labels DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 198 11 April 2011 4 18 2 3 Idealization Method Properties Labels j Buckling Factor ColorCode Capacity Model Local Coordinate System Description Idealization Method View options Idealization Method s Visible model ipee Name Results Clear Labels Named set 4 18 2 4 LoadCase Capacity Model Local Coordinate System Description LoadCase Pame Results Clear Labels 4 18 2 5 Name Capacity Model Local Coordinate System Description LoadCase Mame Results Clear Labels DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 199 11 April 2011 4 18 2 6 Results As an example CapModel is used to show how details can be labelled Capacity Model Local Coordinate System Description LoadCase Name Results CapModel Fl Formula Geom heck Length MetThick Sigmas 1 Sigmasxz Sigma 1 Sigma z Status SubCheck Taux UF BuckComb UrBuckComb_withLoads UFBuckComb withSubpanel UFBuckSigmas LIFBuckSigmaY LIFBuckTau FT or
119. eated There can be many mesh priorities Each priority level contains structural parts and it is possible to move these up and down The Add selection requires that the structural parts are selected in advance Remember to click the button Add Selection at the far right to include the selection in the priority The Select in graphics allows you to select during the priority definitions the Add Selection button must also be used in this case This command is scripted Typically for a mesh priority set with three priorities containing Bm1 Bm10 and Bm100 respectively MeshPriorityl MeshPriority MeshPriorityl addMeshPriority MeshPriorityl meshPriority 1 add Bm1 MeshPriorityl addMeshPriority MeshPriorityl meshPriority 2 add Bm10 MeshPriorityl addMeshPriority MeshPriorityl meshPriority 3 add Bm100 11 April 2011 L Create Mesh Priority Set Mame M eshPrionty L Create Mesh Priority Set M ame M eshPriarityl Priority 1 Priority 2 orite g Add selection Remove priority levels Move Lp Move Down Select in graphics Add Mesh Priarity Move Up Move Down Add Selection Cancel Add Mesh Priority Move Up Move Down Add Selection Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 173 11 April 2011 4 CONTEXT SENSITIVE MENU This Chapter describes how the context sensitive menu works as well as lists those commands only available from th
120. eight Graphics zoomArea left bottom right top Graphics setEye eyePos Graphics viewISO Graphics viewFromX Graphics viewFromY Graphics viewFromZ Graphics fitModel JsExporter ExportModelJS JsExporter DoExport name Rubberband zoom Same as the graphical operation Zoom Rubberband The input left bottom right top are given in pixels The bottom left pixelcoordinate of the 3d view is 0 0 The top right pixelcoordinate of the 3d view is dependent on your screen size You can find this value on your computer by FilelSave Graphics As Save Under PixelsIWidth PixelslHeight Pixels Width is the rightmost pixel coordinate of the screen PixellHeight is the top coordinate of the screen If the width and height of the screen are 600 600 the size of our 3d viewport is 0 0 600 600 If you want to zoom in on the middle portion of the screen you may use Graphics zoom Area 150 150 450 450 If you want to zoom out you may use Graphics zoomArea 150 150 750 750 The command gives a view of the model focused on its origin e g Graphics setEyePosition Point 30 30 5 Vector3d 1 1 0 To be used to recreate a specific view Same as the graphical operation View ISO F5 Note you need to refresh graphics to yield immediate screen update Same as the graphical operation View from X F6 Note you need to refresh graphics to yield immediate screen update Same as the graphical operat
121. elC 1 x Damping sm x MyShearMat MaterialShear 75 7 85 210000000 0 3 1 2e 5 3 0e 5 Cancel Apply Notice that it is also possible to import a material library from C ProgramFiles DNVS GeniE Libraries Material_library xml The path name assumes you have installed the program using the default installation set up The library is imported by using the command File Import XML Concept Model The library contains 71 linear isotropic materials these are documented in User Manual Volume 3 Appendix B DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 36 11 April 2011 2 2 6 3 Thickness Purpose To create and edit a thickness property Create Edit Thickness Thickness F Allow edit This command is scripted Typically for a thickness EE 20mm Thickness RES m Thickness My thickness Thickness 20mm Cancel 2 2 6 4 Effective flange Purpose To create and edit an effective flange property Create Edit Effective Fl This command is scripted Typically for an effective flange of 0 8 m my eff flange EffectiveFlange 0 8 2 2 6 5 Corrosion addition Purpose To create and edit a corrosion addition used PR tetEditacarrasionendditicn when creating a finite element model using the CSR AA rules for bulk ships This command is scripted Typically for a corrosion addition of 8 mm MyCorrosion CorrosionAddition 8mm DET NORSKE VERITAS SOFTWARE Version 5 3 37
122. eneral Member Joint AFP WSD AISC about y axis d Buckling length M ember Length rn Effective length factor tT e Moment amplification 1 about z axis v wz symmetry Buckling length m Effective length Factor l Moment amplification l Axial compression and bending 37 Mas Bending Moment Bending Moment Option f Local Bending Moment Stiffener Spacing Y None m Lateral torsional n B buckling modification Effective length Factor 1 for torsional buckling Length between lateral supports Top flange Noe e m Bottom Flange None m L section specific OF Chapter E5 Methada Method b Connected to Longleg Shortleg Cancel Ok Cancel DET NORSKE VERITAS SOFTWARE Version 5 3 3 2 4 3 6 CSR Bulk Purpose To define global and panel specific code checking factors according to CSR Bulk This command is scripted typically when modifying the panel net thickness to Average Idealised Panel and the top rotation boundary for panel buckling to Clamped Ccl run 1 panelOptions panelThickness ptAverageldealisedPanel Ccl run 1 panelOptions rotationBoundaryTop rbClamped GeniE User Manual Vol VI 11 April 2011 ll Properties Object Properties Edit Code Check Run Capacity Manager Ce Code Check CSR Bulk Include Loadcases General Panel CSA Bulk Check Buckling for Whole and Subpanels Whole Only Subpanels Onl
123. ent national annexes they have different Code Check IBER Cancel safety factors Include V Members This command is scripted typically for annex M bass Member Standard l National Annes Standard Safety Factors Ccl AddRun EN 19951 I Run PartalfactorMO A Ccl run 1 generalOptions nationalAnnex Pattial factor M1 naStandard Interaction factors M ethod 1 Ccl run 1 generalOptions partialFactorMO 1 ommon mame cheer options N Perfarmance Memon Ccl run 1 generalOptions partialFactorMl 1 M Compute loads when needed i Purge position results keep only worst Ccl run 1 generalOptions methodl true DET NORSKE VERITAS SOFTWARE This command is scripted typically for annex Danish Normal Ccl AddRun EN 19951 I Run Ccl run 1 generalOptions nationalAnnex DanishNormal Ccl run 1 generalOptions partialFactorMO 1 1 Ccl run 1 generalOptions partialFactorMl 1 2 Ccl run 1 generalOptions methodl true This command is scripted typically for annex Danish Stricter Ccl AddRun EN 19951 I Run Ccl run 1 generalOptions nationalAnnex naDanishStricter Ccl run 1 generalOptions partialFactorMO 1 045 Ccl run 1 generalOptions partialFactorMl 1 14 Ccl run 1 generalOptions methodl true This command is scripted typically for annex Norwegian grouse Ccl AddRun EN 19951 I Run Ccl run 1 generalOptions nationalAn
124. eport using the previous template Save Report Make a report Import Import data from various file formats Export Export data to various file formats Read Command File Read and execute a journal file Recent Command Files Read and execute a journal file from 10 last sessions Recent Workspaces Open a project from 10 last sessions Exit Undo Redo Undo Redo Dialog Set UndoMark Exit the program Go one step backwards Go one step forward Specify the step forward or backward from a list Specify a user defined undo mark Copy Copy an object Delete Delete an object Properties Define or edit properties Rules Specify rules for a number of automatic program actions Licenses features Edit Commands File Commands ij Manage which licenses to be used by GeniE DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 13 11 April 2011 Command Subcommand Explanation category Refresh Graphics Clean up the graphics and remove all labels Browser View browser or not Tabs View the tabs or not Status Bar View the status bar or not Toolbars Decide which toolbars to see Places the Genie window in the middle of the screen with default size and setup of the interface Restore Window Default Settings Options Create and modify view settings View Commands ij Beam Define a beam Plate Define a plate Support Define a support point or line Joint Define a joint concept Mass Define a mass object Compartment Automatically
125. erties Edit Code Check Run Capacity Manager Ba Code Check JAPLWSD 20080 Include vw Members 4 Joints Loadcases General Member Joint API w SD Joint Braces Brace Cc1 run 5 From Structure From Structure Mone Manual i Cancel Apply This command is scripted typically when modifying brace type to Interpolate 20 YT 30 X 30 K 10 KTT and 10 KTK Ccl run 6 braceOptions braceType braceTypelnterpolate 0 2 0 3 0 3 0 1 0 1 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 152 11 April 2011 3 2 4 4 4150 19902 2007 Purpose To define global and tubular joint specific code checking factors according to ISO 19902 2007 MM Properties Object Properties Edit Code Check Run Capacity Manager cet Code Check 5018902 2007 Include W Members W Joints Loadcases General Member Joint 15019902 Joint Braces Loadpath From Structure E E Manual coca e This command is scripted typically when modifying the brace utilisation to 90 or 0 90 Ccl run 9 braceOptions braceUtilization 0 9 3 2 4 4 5 NORSOK N 004 2004 Purpose To define global and tubular joint specific code checking factors according to NORSOK N 004 2004 ll Properties Object Properties Edit Code Check Run Capacity Manager C Code Check NORSOKN 004200 000 Include w Members Joints Loadcases General Member Joint HORSOK N 004 Joint Brac
126. es From Structure Cancel Apply This command is scripted typically when neglecting any gap values part of the structural model Ccl run 10 braceOptions gap gtNone DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 153 11 April 2011 3 2 5 Run All Create Members This option is intended to be used when doing redesign Create Panels Create Joints It re runs the analysis generates the code check loads and executes the code check Add Run in one single operation EA a Code Check Status Generate Code Check Loads Execute Code Checks Update Members From Structure Update Structure From Members Set Active Edit Description Delete Rename Properties Fields Save HTML Report Create Members Create Panels Create Joints Add Run 3 2 6 Code Check Status Run All Code Check Status Checks if the structural connection is ok Generate Code Check Loads Execute Code Checks Update Members From Structure This command LS not scripted Update Structure From Members Set Active Edit Description Delete Rename Properties Fields Save HTML Report Create Members 3 2 7 Generate Code Check Loads Create Panels Create Joints Purpose To compute forces and moments at system defined locations for use in the Add Run Generate Code Check Loads Execute Code Checks Set Active subsequent code check See User
127. es 2 3 5 6 Create Methods da R7 R 2 3 5 7 Default Properties eno zectioan w no material w no thickness w 2 3 5 8 Loadcase no laadcaze T 2 3 6 View Options Access to a number of options controlling the view Display settings Category settings Cursor feedback Load and result Presentation Consult User Manual Volume 1 for further details Most of the data specified under ViewlOptions is stored in the Registry for the current GeniE version in the user profile for the current user The exception is the creation of colour coding maps which is logged to the journal file and stored in the program database El View Options General Settings Mouse Calor Coding Annotation Diagrams Browser zo Model Capacity Models SEA Color code legend xw Environment Evaluators FEM Guiding geometry Hydro ada Loads and Equipment e ES Structure ap Utility 9 Utility Selection ES Working Set Active Working Set Inactive ss Default display Save Ag Delete Restore defaults HET DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 59 11 April 2011 2 4 The Insert pulldown menu From the Insert pulldown menu you can define guiding geometry feature Tools Help edges structural parts and loads including equipments In addition you Bes can define compartments environments Sist Each of these commands is listed in the following with a
128. es in the selected analysis Only Shows the results for the selected loadcase only Structure selection All structure Shows the results for all the structure in your model Note that generating the report can be quite time consuming for a large model if you select all structure Only Shows the results for the selected named set only DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 20 11 April 2011 Positions for Beam Force Stress and Deflections These settings are only influencing the Beam Force and Beam Stress table Worst position Shows the results for the position on the beams having the largest moments for the Beam Force table or the highest stresses as specified under Hotspot for the Beam Stress table All position Shows the results in both the specified fixed positions and in the worst positions Fixed only Shows the results only in the specified fixed positions Number of fixed positions per beam Here you specify the number of positions along a beam that you want to check The minimum is 2 meaning only the two end points the maximum is 100 Default is 5 Note that if you are specifying a high number of fixed positions on a large model it will be time consuming to generate the report Hotspot Worst hotspot Abs Max Shows the absolute max value of the stress component given in the combo box Worst hotspot Max Min Shows the maximum and minimum values of the stress component given in the com
129. et of one of the types VVavePeriod Frame Module des TE Genie Lite Frame Workshop RegularW aveSet WaveFrequency or WaveLength T Framework Workshop Sand Iput files Examples Lite Tutorial zil Represent a soil of type sand The documentation is organised in classes Analysis Environment Exchange Guiding geometry Loads Properties Sets Structure Units Other DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 209 11 April 2011 Structure Construct a new straight or curved beam from the given guide curve Construct a new straight or curved beam from the given points Looking up straight beam found Create a straight Beam under the class Structure ConstantLocalSystem Define a constant local system for the curve CriterioninPlane CurvedBearn Curved Beam FeatureEdge Feature Edge GuideLocalSystern Let the curves local X follow the direction of the curve Joint Represent a tubular joint NormalToCurvePlane If a curve lies in a plane use the normal as the curve local Z Pile Pile Plate Flat Plate PointMass PointMass Relative ToPlate The local Z for the curve is locked to the normal of a shell Shell Curved Shell SimplifyTopolo Simplifies the structure by removing unnecessay topology SplitAtPoint Split structure at the given point SplitStructure Explode selected structure at all structural connection points StraightBeam Straight Beam SupportCurve Represent a Support Cur
130. et of wave heights qm Create Edit Wave Height This command is scripted Typically when using first Wave Height Function Wave Height Surface Wave Height Set height 2m last height 20m and step height 2m Name WaveHeightSeti gt WaveHeightSetl WaveHeightSet Array 2 m 4 m 6 m 8 Fistheight Im x m 10 m 12 m 14 m 16 m 18 m 20 m EE m x Step height m x Fill table 2 Row operations Q Specify value Y Insert Remove Clear table Oo oS veut EA a a cen my DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 168 11 April 2011 3 3 4 6 New Regular Wave Set Purpose To define a Regular Wave Set regular wave set for use when defining a Y Name wave condition Wave set Type Height Amplitude f Period Wavelength Frequency uo f Height f Amplitude Fill tools f Period t Height t Phase C Direction BE Sequence single value First value Value s Last value Fill all So step value Fill selected du Fill table Combine all with all Fill equal components Specityvalue 9 Period s Height m Phase deg Direction deg A Period s Height m Phase deg Direction deg This command is scripted T e ES _ i T T Tvpically for input parameters as shown EE 12 E g deg JP ly fe Pp P E 14s 180 deg to the right TES mmm WaveSet2 RegularWaveSet WaveSet2 heightType rwsHeight WaveSet2 ad
131. evels The water levels 7 are relative to the still water level specified S under the environment data This command is scripted By excluding eccentricities eliminating the named set Topside and adding two new still water levels at 2m and 3 m relative to the base still water level typically Analysis step 2 specialOptions excludeEccentricities true Analysisl step 2 specialOptions useEliminatedStructure true Analysisl step 2 specialOptions eliminatedStructure Topside Analysis step 2 specialOptions removeAllLevels Analysisl step 2 specialOptions addLevel 2m Analysisl step 2 specialOptions addLevel 3m DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 99 11 April 2011 2 5 1 2 3 2 Added mass and damping only This option implies that no load cases will be calculated and written to the loads interface file only added mass and damping are considered There are two tabs that can be accessed from 2 Edit Wave Load Run this option the Added mass and damping and YB Pun Anabsiststep y Wave load condition Condition y the Special options Load calculation Added mass and damping only Data check only Y Automatic generation of input files 92 Notice that at least one of the Calculate added mass and Calculate damping must be selected v Calculate added mass Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special o
132. g that a coefficient greater then one 1 reduces the capacity There are four coefficients related to the friction angle Tan phi un drained shear strength skin friction and pile tip resistance The default values for the soil material coefficients are 1 1 e the actual value is the same as the capacity This command is scripted Typically Analysisl step 3 soil materialCoeffs tanPhiCoeff 1 1 Analysis 1 step 3 soil materialCoeffs shearStrengthCoeff 1 2 Analysis 1 step 3 soil materialCoeffs skinFrictionCoeff 1 3 Analysis1 step 3 soil materialCoeffs pileTipResistanceCoeff 1 4 DET NORSKE VERITAS SOFTWARE Version 5 3 Curve generation Lowest level of cyclic PY generation Cyclic PY data will be generated for all layers below the specified limit Lowest undrained shear stiffness with stiff clay procedures The API code distinguishes between soft clay and stiff clay Procedures for calculating PY data are however only given for soft clay Clay layers will be considered stiff when the undrained strength value given is higher than the limit specified In such case the Reese et al 1975 are used instead of the API soft clay procedures Zone of influence ratio to pile radius Outside the zone of influence the shear displacements due to pile axial loading are neglected Typical values may be 10 to 30 Curve shape factor TZ Dimensionless factor that governs the shape of the TZ
133. ger Col Code Check Iz TERT ERES Cancel Include Iv Panels Loadcases General Fanel CSR Tank Allowable Usage Factors Seagoing Harbour 1 0 8 PULS calculation mode Non linear f Automatic f Linear only PULS performance settings d W Caching Size 1000 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 136 11 April 2011 3 2 4 2 8 Danish Standard DS 412 DS 449 Create Code Check Run Purpose To define global and general code checking factors according to Danish Standard DS 412 and DS Capacity Manager Cel 440 Code Check Cancel Include Y Members M Joints Loadcases General Member Joint Danish Standard This command is scripted typically v an Section C DS412 DS 449 Tabular values Ccl AddRun DSRun Safety Class C C Cc1 run 1 generalOptions isDS449CodeCheck true Pcr m i O Ccl run 1 generalOptions gammaFy 1 15 Ccl run 1 generalOptions gammaFu 1 41 Partial coefficients gamma Fy yield stress 1 15 Fu tensile strength 1 Al E modulus of elasticity E 34 Tg punching strength 1 28 Common frame check options Performance Memory iw Compute loads when needed iw Purge position results keep only worst 3 2 4 2 9 Eurocode3 EN 1993 1 1 2005 MEN Purpose To define global and general code checking teate Lode heck Bun factors according to Eurocode3 EN 1993 1 1 2005 Capacity Manager EST There are differ
134. get mass from the context sensitive menu in the Browser Utilities Sets This option will use mass density factors to scale the masses Le no new material properties will be made This command is scripted typically when scaling the mass of the set bottom deck with a factor of 2 6 MassFactorl MassDensityFactor 2 6 bottom_deck massDensityFactor MassFactorl 2 5 3 1 Create Scaled Materials Purpose Make a new material and connect to beam or plate following a mass scaling operation See Section 3 16 5 of User Manual Volume for more details This command is scripted typically when making new materials affected of the mass scaling factor 2 6 in this case the material St48 is affected a new material St48 2 6 is made and applied to the structural parts of the set St48 2 6 St48 copy St48_2_6 density St48 density 2 6 Bml material St48_2_6 Bm2 material St48_2_6 Bm3 material St48_2_6 JE UM Analysis Capacity 9 Environment Equipment 9 Properties 3 Structure E Utilities Ey Evaluators x Guiding Geometry Mesh Priorities E3 Model Views 7 Reports Cx Sets Create Scaled Materials User Manual Vol VI 11 April 2011 bottom deck sk Scale Mass Density Delete Rename Labels Named set View options Visible model This operation will modify the current set of materials IE will generate new materials based on the exising materials mass den
135. heck Loads Execute Code Checks Update Members Fram Structure Update Structure From Members Set Active Edit Description Delete Rename Properties Fields Save HTML Report 3 2 1 Create Members d Create Members Purpose To define members for use in a member check It is ee pacity Manager Cot possible to make members of parts of the structure by s c6 29 6 5 Subset referring to Subsets or Named Sets A continuous ee structural beam may be split at joints at incoming beams or spiitat joint at beam ends to form the capacity members Split at incoming beam v Split at beam end This command is scripted Typically when using the options Split at incoming beam and referring to the subset Cancel Row 1 MemberCreationOpts MemberCreationOption MemberCreationOpts splitAtJoint false MemberCreationOpts splitAtIncomingBeam true MemberCreationOpts splitAtBeamEnd false Ccl createMembers Row 1 MemberCreationOpts DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 131 11 April 2011 3 2 2 Create Panels Purpose To define panels for use in a plate check It is possible to make panels of parts of the structure by referring to Subsets or Named Sets A panel may be defined Capacity Manager E using the option cmMinBox or cmMaxAreaMoment t Create Panels Method embinBas This command is scripted Typical
136. hen defining a capacity model These factors are also transferred to Framework if you want to do code checking based on older code checking y ff standards See User Manual Volume 4 for more k jH details Remove buckling factor from selection This command is scripted Typically when Sar T specifying buckling factor of 0 9 and 0 8 for TE EE buckling around local y and z axis Bm21 buckling BucklingFactor 0 9 0 8 lll Edit Beams Offset Vector Hinges Split Points Move End Translate Buckling Factors 4 Buckling factors in beam local system DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 177 11 April 2011 4 1 2 Centre of Gravity Purpose To compute the mass and centre of gravity Compute Mass Centre Of Gravity This command is not scripted Visual Feedback i De select any selected objects that do not contribute iw Highlight computed centre of gravity Number of significant digits E Values for selected objects relative to Centre OF Gravity COG Mass Press Apply to compute COG Press Apply to compute lss n a lar n a luy n a lsz n a laz n a luz n a N 4 1 3 Copy Move Beam Purpose To copy or move a beam using translation rotation mirroring 3 point position or a general transformation These commands are scripted The content depends on which operations are carried out See below for examples 4 1 3 1 Translate Purpose To copy a beam using a trans
137. hen the VINE pecify value G2 COITCSDp ondence between the GeniE ae Period Direction Height Phase Wave mod Order Current win d Stretching Step length deg Nu concept model and the Wajac input 14s 270deg 26m 60 deg Stokes5 CurrentProfilet 12s 180deg 15m 60 deg Stokes5 CurrentProfile1 file may become out of sync and 14s 90deg 28m 60 deg Stokes5 CurrentProfie1 i 15s Odeg 27m 60 deg Stokes5 CurrentProfile1 invalid CalmSea Generate input files This command is scripted By activating the option Automatic generation of input files typically Analysis4 step 2 generateInput false DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 101 11 April 2011 2 5 1 2 4 Pile Soil Analysis Purpose To execute and control input data for a pile soil analysis For MARA AAA a more details see e g Section 3 6 of User Manual Volume 2 M ame Analysis Iw Automatically import global loadcases Available activities It is required to define a wave load condition that can be referred to y when defining the wave load activity Zecelssess ou Linear Structural Analysis InsertlEnvironmentlDeterministic Time Condition a Wave Load Condition Provided you tick off for Journal activity executions this command is scripted Typically Analysis Analysis true Analysis 1 add MeshActivity Analysis1 add WaveLoadActivity dd Activity Monitor Condition ES Panes Analysis2 add PileSoi
138. hold for this point as well For instance the command PIS InterpolateCurveNet Array Pointl Curvel Curve2 Curve3 Array Curve4 Curve5 will give a valid result provided that Pointl is the intersection point Curve4 and Curve5 thus forming a triangular patch which is a degenerate rectangular patch 2 4 3 7 Sweep Curve Purpose To insert a plate or shell by graphically referring to two curves The first curve defines the width of the object while the Flat Plate Dialog second curve specifies the direction dup Sweep Curves Dialog fy Flat Plate This command is scripted Typically when defining PIS by referring SkiniLoft Curves to Curve2 and Curve 5 PIS SweepCurve Curve2 Curve5 DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 64 2 4 3 Support Here you can insert support and specify the support conditions graphically or manually User Manual Vol VI 11 April 2011 Support Point Dialog e Support Rigid Link Dialog See Section 3 12 of User manual Volume 1 and Chapter 5 of User Manual Volume 3 for more details on how to define support conditions A Support Paint zzz Support Curve 2 4 3 1 Purpose Insert a support and specify location Support manually You may choose between a boundary Name fsh O condition fixed free prescribed used by a load Postion a case dependent used together with rigid link Boundary Condition Boundary Stiffness Matrix support super
139. ibed displacements of 2mm and 5mm respectively NC dx m r amp deg Sp3 boundary BoundaryCondition Prescribed d Im y deg Prescribed Fixed Fixed Fixed Fixed zm Ics ii iz deg deg PDispl PrescribedDisplacement LC1 Sp3 2mm 5mm O m O deg O deg O deg 2 4 12 5 Line Temperature Purpose To define constant or linearly varying temperature intensity between two points along a beam Notice that the temperature is constant over the beams cross section It is Name Lod possible to specify the temperature by referring to two explicit points in this case the load becomes independent of the beam and will not follow when the beam is moved or copied T Create Line Load Footprints There are two options Linear as shown below or Javascript Slide the intensities bar to change between the two options f Linear f Javascript in m en E m E H del t2 del coe For more details see Section 3 11 4 of User Manual Volume 1 or Section 4 2 3 of User Manual Volume 3 This command is scripted Typically for a constant temperature of 100 delC between two points LLoad5 LineLoad LCI FootprintLine Point 2 m 0 m 1 m Point 2 m 5 m 1 m TemperatureldLinear 100 delC 100 delC DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 83 11 April 2011 It is also possible to specify the temperature by ja cemere referring to relative positions of a beam s i
140. ight List Purpose Read in an existing weight list from an external source in XML EXtendable Markup Import Weight List Language or CSV Comma Separated Values format See Section 3 10 of User Manual Volume 1 MAk for more information Look in B Description Commands 5 Analysis1 The data must at least contain the following information the order on the data file does not make any difference as long as the headers are the same e weight_item name a unique name of the item mandator y File name Pe e weight item description additional description fies of type XML weight Lists B EA optional Open as read only e weight item weight dry the mass of the item mandatory e weight item position x y z position of the item in global axis system mandatory e weight item dimension dx dy dz dimension of the item optional but recommended Note that the weight list is dimension less and the data will be imported according to the current input unit settings This command is scripted typically WeightList C Location Your weight list xml Or WeightList C Location Your weight list csv Note that the above will import data but not place the equipment items in individual load cases see Section 3 10 of User Manual Volume 1 for instructions on how to do this DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 113 2 5 3 Properties It is possible to scale the masses to match a tar
141. il meshing if Jmin lt Split element in two f Jmin O20 Cancel Apply 2 2 7 7 4 Eliminate edge Relative length to mesh density GenieRules Meshing activate mpMinEdge true ee GenieRules Meshing setLimit mpMinEdge 0 2 Absolute length 0 05 m GenieRules Meshing activate mpMinEdgeByLength true GenieRules Meshing setLimit mpMinEdgeByLength 0 05m L Rules Meshing Eliminate edges shorter than v uU g 4 m Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 55 11 April 2011 2 2 7 7 5 Chord height Command Increase mesh density when GenieRules Meshing activate mpMaxChord true relative chord height gt 0 25 GenieRules Meshing setLimit mpMaxChord 0 25 T Rules Meshing General Max Min Angle Jacobi Eliminate edge Chord Height Maximum free relative chord height Hehord Relative chord height is taken as chord height Hchord over chord length Lchord or Hchord Lehord T L nard Increase mesh density when relative chord height gt Cancel Apply 2 2 7 8 Sets Purpose Set rules for compact or verbose scripting of sets frm Scripting of sets This command is scripted Typically when disabling compact scripting of Compact Scripting Sets t Verbose Scripting Cancel GenieRules Sets scriptCompact false 2 2 7 9 Compability Purpose To specify criteria when reading in command f 4 Compatibility
142. inforcements Section Clear Labels Buckling Factor Coordinates Description Eccentricities Eccentricity Symbols Ends Ends A Ends Ends Z Hinge names Hinges Length Local Coordinate System Mesh Lock Coordinates Name Properties Beam Type TONNEN TE Corrosi n Addition Effective Flange Hydro Air Drag Hydro Diameter Hydro Element Refinement Hydro Flooding Hydro Marine Growth Hydro Morison Hydro Shielding Material Number Of Elements Reinforcement Section DET NORSKE VERITAS SOFTWARE Version 5 3 Property Values Mesh Density Number Of Elements Thickness Width Clear Labels 4 1 13 Colour Coding GeniE 184 User Manual Vol VI 11 April 2011 Buckling Factor Coordinates Description Eccentricities Eccentricity Syrnbols Ends Ends X Ends Y Ends Z Hinge names Hinges Length Local Coordinate System Mesh Lock Coordinates Name Properties e Property values li Mesh Density Clear Labels k Number of Elements Thickness Width It is possible to do colour coding of the following parameters To view the structure without the colour coding you can click on the paint brush symbol to toggle on off colour coding Properties Beam Type Corrosion Addition Effective Flange Hydro Air Drag Hydro Diameter Hydro Element Refinement Hydro Flooding Hydro Marine Growth Hydro Morison Hydro Shielding Material Number
143. ing Bm3 BE straight Overlapping Beam automatically name between Pointl and Point 2 when using LE reference point modelling Curved Beam Bm3 Beam Pointl Point2 2 4 1 3 Straight Overlapping Beam Purpose To insert an additional beam between two points where Straight Beam Dialog there is a straight beam s from before Fa Straight Beam This command is scripted Typically when inserting Bm4 on top of another beam automatically name between Pointl and Point 2 B Curved Beam when using reference point modelling Bm4 Beam Pointl Point2 geAllowOverlap 2 4 1 4 Pile Purpose To insert a pile a special variant of a beam concept whereby the top coordinate is defined by a point the bottom is defined by an elevation and the direction of a guiding Straight Beam Dialog beam The pile may be a combination of a straight beam and an overlapping beam i e the pile is inside a pile guide or a leg Fa Straight Beam Fa Straight Crrerlapping Beam cr This command is scripted Typically when inserting Pilel from e Curved Beam Pointl and down to elevation z 50m using the direction of Bm3 reference point modelling has been used Pilel Pile Pointl GuideLine Pointl Pointl Bm3 localSystem xVector 0 intersect ZPlane3d 50m 2 4 1 5 Curved Beam Purpose Insert a curved beam graphically by snapping to 3 points or Straight Beam Dialog more A Straight Beam 7 Straigh lappi This command i
144. ion View from Y F7 Note you need to refresh graphics to yield immediate screen update Same as the graphical operation View from Z F8 Note you need to refresh graphics to yield immediate screen update Same as the graphical operation Fit F9 Note you need to refresh graphics to yield immediate screen update Export a js file to the default working directory same as FilelExport GeniE Journal File e g JsExporter DoExport C Location yourname s DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 213 11 April 2011 platename A join platename B Command for joining plate B into plate A The new plate keeps name plate A Example Joining P1124 with P1121 has the command P1121 join Pl124 Math timer long t0 Useful feature that will return elapsed seconds from tO You need to specify start time t0 when to measure elapsed time and print to the journal file window Example returning elapsed time at t1 and t2 to be edited in the journal file t0 Math timer 0 t1 Math timer tO print t1 gt returns time since tO in seconds t2 Math timer t0 print t2 gt returns time since tO in seconds SinExporter ExportResultsSin Export a results file to the default working directory same as FilelExport SIN File e g SinE ter DoExport inExporter DoExport name SinExporter DoExport R 1 SIN XmlExporter ExportConceptXml Export a xml file to the default working directory
145. is menu The context sensitive menu 1s activated by selecting an object s from the browser or from the graphics Example of context sensitive menu for a beam 2 a gt False Straight Beam selected from the browser Select the beam and right Y Capacity Straight Beam click a Environment Straight Beam 13 Equipment Straight Beam 3 Properties Straight Beam Sy Structure Straight Dll Ey Features Straight B i Edit Beam tg Paint M azzes Straight Be Centre of Gravity Y Supports Straight Be COPY m Utilities Straight Be Move Straight Be Straight Br hon Straight Be is Straight Be Divide Straight Be Cover Curves Straight Be Delete Straight Be Rename Straight Be Straight Be Straight Be Labels Straight Be ColorCode Straight Be Mesh Locking Straight Be Straight Be Named set Generate Joints Properties Straight Be View options Straight Be Visible model Straight Beam Example of context sensitive menu for a beam T selected from the graphics Select the beam and right Do DM iick Centre of Gravity CLICK Copy Move Generate Joints Join Divide Cover Curves Delete Rename Properties Labels ColorCode Mesh Locking Mamed set View options Visible model The context sensitive menu differs from object to object But they have several equal commands and the object type beam is used to exemplify the context sensitive menu DET NORSK
146. it Member Data Labels ColorCode about yate Named set Buckling length Member Length m View options Effective length Factor os sf Visible model Moment amplification nho 0x aboutz axis yz symmetry Buckling length Member Length m Effective length Factor nho 0 Moment amplification fo Stiffener Spacing Y Mone Lateral torsional buckling modification Effective length factor for torsional buckling Length between lateral supports Top flange Mone Bottom Flange None L section specific ChapterE5 Methoda Methodb Connectedto Longleg Short leg 4 17 3 Capacity Member Labels Redesign Properties Labels s Buckling Factor ColorCode Description LoadCase Name Results Clear Labels Named set View options Visible model User Manual Vol VI 11 April 2011 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 193 11 April 2011 4 17 3 1 Buckling Factor 4 17 3 3 LoadCase escription DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 194 11 April 2011 4 17 3 5 Results As an example we will take CapModel to show DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 195 11 April 2011 4 17 3 6 Clear Labels This clears all labels from the graphical display It gives the same result as clicking the exclamation mar
147. its true a tj al element 1 add TablePanelResultFull ata al saveAs al xls mrExcelXML Allloadcases t Only e All Panels f Selected Panels Panel Results a i Wrst Loadcase le Worst Check LIFT at Lower Upper DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 23 11 April 2011 2 1 9 Import To import data from the following sources XML Concept Model FEM file SACS file STRUCADSD file ACIS SAT file Intergraph PDS SDNF file CadCentre POMS SDMF file Section library Rule Loads XML file External Results SIN file GENSOD file 2 1 9 1 XML Concept Model Purpose Import a structural concept model port concerns dro xml This command is scripted and a typical example is Look in Genie z e t e E 5 26meshcontrol C COPYFRAME Module Iven below 451724 Description Commands O segft 451728 dnv_test_1 semi Qjaaaa C Fagf semiz IO argo_Hold_Model_complete C gggg T104 XmlImporter ImportConceptXml Qaries O acket test 5 Chedid Mesh S Tuti E chedid2 model 1 3 Tute lt gt XmlImporter Dolmport C Location yourname xml Tue qn Files of type XML Files ml Cancel Iv Ignore XML Validation liberal import Transformation Name prefix Impart loads XmlImporter importLoads true 2 1 9 2 FEM file Purpose Import geometry and loads from VIPDILEEM File FE
148. k button 0 4 17 4 Capacity Member Color Code Properties Labels ColorCode Mamed set view options Visible model DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 196 11 April 2011 4 18 Object Type Plate Capacity Panel Examples on the context sensitive menu for capacity members are shown in the following 7 Properties Labels ColorCode Mamed set view options Visible model 4 18 1 Capacity Panel Properties Properties ill Properties Object Properties Edit Panel Data Labels ColorCode CSA Bulk Check Buckling Far Whole and Subpanels view options C Whole Only Visible model Subpanels Only Panel Options Correction Factor Fl Sniped Panel Met Thickness Minimum Idealised Panel m Mamed set Panel Length 3 From Idealised Panel m Panel Width b From Idealised Panel m Subpanel Length a Two B m Rotation Boundary Far Panel Buckling Sc Left Simply Supported Right Simply Supported Bottom Simply Supported cancel Ame DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 197 11 April 2011 4 18 2 Capacity Panel Labels Properties Lae io ie Note Buckling Factor only applies to beam ColorCode Capacity Model Local Coordinate System members Description Idealization Method LoadCase Name Results Visible model Cl
149. l Properties Object Properties Edit Code Check Run Capacity Manager cet Code Check API LRFD 2003 Include e Members M Joints Loadcases General Member Joint API LRFD Jont Braces Brace Cci run 4 From Structure None None Manual Manual Cancel Apply This command is scripted typically when modifying brace type to KTT a gap value of 2in and a weld thickness of 15mm Ccl run 4 braceOptions braceType braceTypeKTT Ccl run 4 braceOptions gap 2 in Ccl run 4 braceOptions weldThickness 15 mm DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 151 11 April 2011 3 2 4 4 2 API WSD 2002 Purpose To define global and tubular joint specific code checking factors according to API WSD 2002 il Properties Object Properties Edit Code Check Run Capacity Manager cet Code Check ae WSD 2002 Include Members M Joints Loadcases General Member Joint API WSD Joint Braces From Structure From Structure None None Manual Manual This command is scripted typically when modifying brace type to X Load Transfer active and Through Brace active Ccl run 5 braceOptions braceType braceTypeX Ccl run 5 braceOptions loadTransfer true Ccl run 5 braceOptions throughBrace true 3 2 4 4 3 API WSD 2005 Purpose To define global and tubular joint specific code checking factors according to API WSD 2005 ll Properties Object Prop
150. l add FrameCodeCheckChapter O Joint Result Ful al Report a al element 1 run Ccl allRuns al element 1 worstLoadCase true al element 1 limit LimitLower UfTot 0 75 al element 1 add TableSummaryResult al element 1 add TableMemberOptionsFull al element 1 add TableMemberResultBrief al saveAs al doc mrWordXML DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 22 11 April 2011 In this case the filter options are set from the dialogue tapacity Manager I1 as shown to the right Allruns t Only f All loadcases t Only f All Members oints Selected Members Joints Member Joint Results y i Worst Laadcase Worst Position LIFT ot iw Lower 0 75 Upper 2 1 8 8 Plate code check Purpose To document the results from a plate code check as shown to the right JE Report uw 3 Plate Code Check The tick off marks indicates program default 0 Panel Options Ful ME Panel Result Brief 4 d Panel Result Full This command is scripted Typically when saving as an Excel document using the filter options as shown below al Report a al add PlateCodeCheckChapter al element 1 run Ccl allRuns al element 1 worstPosition true al element 1 worstLoadCase true al element 1 add TablePanelResultBrief al element 1 element 2 setPrimarySortColumn UfTot false al element 1 element 2 setInheritParentLim
151. lAnalysis Condition Analysisl add LinearAnalysis Activity Duration Status Generate Input v 1 Analysis1 Analysis Os Mot Started Analysis1 add LoadResultsActivity At 1 1 Meshing Always Regen Os Mot Started 1 1 1 Delete loads Os Mot Started 1 1 2 Generate loads Os Mot Started Analysis execute 1 1 3 Delete mesh Os Mot Started 1 1 4 Generate mesh Os Mot Started M2 1 2 Wave Load Analysis C Os Mot Started M s 1 3 Pile Soil Analysis Condit Os Mot Started Te In the example above the wave load condition 1 3 1 Sail Gensod 0s Not Started C di 1 h b h 1 3 2 Sestra Reduction Os Mot Started ondition has been chosen 1 3 3 Splice Ds Not Started 1 3 4 Sestra Retracking Os Mot Started R 1 4 Load Results Os Not Started To run the analysis it is required to define execution directives for Wajac see previous t Activity Monitor Section and Splice including Gensod This is amp e done by editing the activity Pile Soil Analysis Ii Journal activity executions Activity Duration Status Generate Input v 1 Analysis1 Analysis Os Mot Started Me 1 1 Meshing Always Regen Os Mot Started 1 1 1 Delete loads Os Mot Started 1 1 2 Generate loads Os Mot Started 1 1 3 Delete mesh Os Mot Started 1 1 4 Generate mesh Os Mot Started 9s 1 2 Wave Load Analysis C 0s Mot Started a 1 3 Pile Soil Analysis Condit mE 1 3 1 Soil Gensod 1 3 2 Se
152. la iia 154 2 0 Updot Members TOI SITHUIYO odios ote buena Latet eoa iae tea Duero cul tdi 154 3 2 10 Update Structure rom MembeE esca eda pene AR md e A Un AAA ADA 154 Fedd DCE OCUN AAN O M 154 2 2 42 IATIEBI E 2I CN aa 155 3 2 13 PCV OC Ern erm 55 3 2 14 DAS 2 RE 155 3 2 15 ELODOT oirein EEA TAI E EET T TR 155 SEHENVIRONMBNTS ottico dotis t a cete ce eia dE etu LOI LUA LLL etre Lue S a LM Au tL DeE 156 hn ME POET D 159 3 3 1 1 ELO ES A Dea AA AE din cu UL AT AE ARA DAA at Du dL odes tutu EU SUN acu Vau A cta 159 3 3 1 2 New Wma Pi LS cosas aa A A AA E A EAS 159 Lo PETON RTT 160 949 23 Propertie O O MEM M PN O 160 3 3 2 2 ING WPI CUI a aider arsi v qp ud uoo do D tap Antal an Sa totos ai alas 160 3 3 2 3 ING WICC HOD SEU sates dr ebat eret nette aa 160 COME o mE I 161 3 331 POPE oS Suso ee e A A IS E E AT 161 33 32 NOW S T Uc 161 3 3 3 3 her e NO 162 3 3 3 4 NOW gt COULD IES RAE SA A ete UL CIS S des ohana Geran destin M STU AAA UE 162 3 3 3 5 New SOLD cessere tas buio pe eet pependit Patios aee iu pm tote SIS CD teen bu Smet I iia 163 3 3 3 6 INOW S Ol ad Sto A N NIU 163 D D T 164 3 3 4 1 O CCS staat aad ta eet Necks Oakes MAL RO MALA LM AL SM AE a E AR DAL cede 164 3 3 4 2 New Current P EOLLe enana eine e nt aste veis a as 164 3 3 4 3 DEW IC CMCC VGC ts 165 3 3 4 4 NEWS PRISE Sedem ptt Nom et den
153. lation vector Translate Rotate Mirror 3 Paint Position General transformation This command is scripted Typically copying Bml1 with the Translation vector shown vector Vector3d 0 mOm10m Bm2 Bml copyTranslate Vector3d 0 m 0 m 10 m Copy 1 time s iw Preview Estel 4 1 3 2 Rotate Purpose To copy a beam by defining a rotation point a vector and a rotation angle Translate Rotate Mirror 3 Point Position General transformation Point on rotation axis F 1 A This command is scripted Typically copying Bml around point Rotation axis vector 0 0 0 with vector 0 0 1 and angle 90 degrees x Rotation angle Bm103 Bm21 copyRotate Point 0 m 0 m 0 m deg x Vector3d 0 0 1 90 deg Copy 1 time s Rotation Axis DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 178 11 April 2011 4 1 3 3 Mirror Purpose To copy a beam by defining a mirror plane built up from ap oint and a normal vector Translate Rotate Miror 3 Paint Position General transformation Point in mirror plane P 1 This command is scripted Typically copying Bml around Pe x point 0 5 0 with vector 0 1 0 Mirror plane normal vector NEN Bm2 Bml copyMirror Point 0 m 5 m 0 m Vector3d 0 1 0 Mirrored point A typical move operation would be autoMSet Set autoMSet clear Preview autoMSet add Bml Cancel autoMSet moveMirror Point 0 m 5 m 0 m Vector3d 0 1
154. les on the scripting as well The other commands are available from the Tools Pulldown Menu and the scripting is documented in the previous Chapter 3 UM The browser has a left pane and a right 73 Analysis pane window To access the menu s available from the menu right click RMB the browser folder or click on the browser folder and right click in the right pane window see the example to the right Common for all commands is that it is possible to modify the fields and that the content of a browser folder can be opened in an html view These commands are not listed 1n the following The example below shows the program defaults for the browser folder Equipments ge Flare Prism Equipment ga Helideck Prism Equipment eight Liste Folder By modifying the Fields to also include lt Activities Analysis 7 Load Cases Cx Capacity Ey Environment J Air Directions FF Soil J Water Equipment Weight Lists 3 Properties Fields Beam Types Save HTML Report Compartment Content 7 Corrosion Addition Hinges E3 Hydro 7 Load Interfaces 7 Mass Density Factors 7 Materials Mesh 2 Mesh Options 7 Permeability 13 Pile Characteristics 7 Plate Types Reinforcements 7 Sections J Thicknesses Wet Surface Structure 13 Features Q Point Masses 7 Supports Utilities Evaluators Guiding Geometry Mesh Priorities Model Views Reports Section and
155. lts Os Mat Started Typically Mn Analysis execute When the analysis has been performed each 4 Activity Monitor E activity will contain a status flag Success d Load Loading results Cancel Warning or Error To investigate you right click on one of the Journal activity executions activities to find more information In the He re EE AT example to the right the listing file from E 1 Analysis1 Analysis 19s Success LA 1 1 Meshing Always Regen 7s Success Sestra 1S chosen H 1 1 1 Delete loads Os SUCCESS LA 1 1 2 Generate loads Os SUCCESS LA 1 1 3 Delete mesh Os SUCCESS LA 1 1 4 Generate mesh 75 Success This command is not scripted GEJ 1 2 Linear Structural Analys mmm AR 1 3 Load Results Ds EE Edit activity sestra inp sestra mnt l DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 89 11 April 2011 It is also possible to set up criteria for the La Activity Monitor meshing Right click the activity Meshing to Miner TEE access the relevant commands Journal activity executions The Meshing Rules will open the command ul ec eel Generate Input v 91 Analysisi Analysis 195 Success EditlRules M eshing bss 1 1 Meshing Always Regen 7s 4 1 1 1 Delete loads SERM 4 1 1 2 Generate loads Heres A 1 1 3 Delete mesh Success The Export beams as members will ensure that Bp 1147 Generate mesh WE E M3 1 2 Linear Structural Analys SUCCESS th
156. ly based on a selection of 10 beams HealStructureSet Set HealStructureSet add Bml HealStructureSet add Bm2 HealStructureSet add Bm3 HealStructureSet add Bm4 HealStructureSet add Beam10 HealStructure HealStructureSet Delete HealStructureSet DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 115 2 5 4 1 3Split Periodic Geometry Purpose Insert an edge along the surface in the longitudinal direction of a periodic geometry like for example a tube Tubular surfaces may be made from a sweeping operation where a 360 degree guideline 1s used as reference In some cases GeniE is not able to make a finite element mesh on such surfaces In these rare events you can use this feature to insert an edge along the surface in the longitudinal direction For more details see Section 6 2 1 2 of User Manual Volume 3 This command is scripted typically SplitPeriodicGeometry 2 5 4 2 Punch Purpose Create holes or cut lines in the structure using a user defined profile The profile can be defined from the dialogue box or from InsertlProfile By using the Punch option plate and stiffener material will be removed from the model The Cut option will create cut lines where the profile intersects the model Please see Section 3 3 1 11 of User Manuals for details on how to do both operations This command is scripted typically when using profile Man hole at start position Im Im Im in negative x direction
157. ly when using the options Cancel cmMinBox Ccl createPanels cmMinBox 3 2 3 Create Joints Purpose To define structural joints that is part of a tubular Kn Joint check It is required that the joints are defined as joints Insertl Joint prior to the analysis Capacity Manager Cet Subset Cancel This command is scripted Typically Ccl createJoints 3 2 4 Add Run Purpose To define which code check standard to use and which elements to include in a code check The available i code check standards are shown to the right Capacity Manager Cc Een SD 200 Cancel This command is scripted Typically when using API WSD 2005 Ccl AddRun ApiWsdRun2005 Include Loadcases General Member Joint AISC ASD 2005 AISC LRFD 2005 AFI LRFD 2003 API WSO 2002 API WSO 2005 CSR Bulk Eurocode3 EM 1993 1 1 005 15019902 2007 NORSOE N 004 2004 Ccl run l includeMembers true Ccl run l includeJoints true 3 2 4 1 Loadcases Purpose To define the load cases to be part of a code check run the load cases as shown to the right is an era las iced ada example DesignCondiia Add i BE LC flame Operating This command is scripted Typically when using Edicto pelea e Remove the load case LC Total only meg es oleo ik LC total Operating Add All Remove All Ccl run 1 addLoadCase LC total When removing a l
158. m 3 It is also possible to define a solid content This command is scripted Typically MySolidContent SolidContent ctBulk 2500 ContentCSRBulk 0 5 22 5 deg User Manual Vol VI 11 April 2011 t Create Edit Wet Surface Properties New C WS Represents the wet part of the hull subject to extenral hydro pressure t Create Edit Content New Density C 1025 Kg m 3 t Create Edit Content New Solid Type Density B b Cancel Apply Contenti V Allow edit Liquid Type water Ballast Kg m 3 Cancel Apply Content v Allow edit Bulk E Kg m 3 x Shape function Angle of repose Compartment is full Width fraction b B 5 7 22 5 deg dea Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 47 2 2 6 16 Mesh Option Purpose To define a property that over rules the default mesh settings This command is scripted Typically for an edge MyMeshEdge MeshOptionEdge MyMeshEdge eliminatelnternalVertices true MyMeshEdge meshStrategy LinearDistributionEdge It is also possible to specify mesh options for a face This command is scripted Typically for a face MyMeshFace MeshOptionFace MyMeshFace forceQuadElements true MyMeshFace eliminatelnternalEdges true MyMeshFace eliminatelnternalVertices true MyMeshFace meshStrategy AdvancingFrontQuadMesher 2 2 6 17 Permeable Purpose To define a plate or
159. ment This command is scripted Typically Reinforcement length MyReinforcement Reinforcement 0 5 0 45m i cad fac Stub diameter min m OK Cancel EL SN 2 2 6 11 Hydro property Purpose To define hydro properties to be applied to beams for use in hydrodynamic analysis based on the Morison theory Wajac For more details please see User Manual Volume 2 and the Wajac User Manual 2 2 6 11 1 Flooding Purpose To define a flooding ratio 14 Create Edit Hydro Property This command is scripted Typically Foodngt F Alowedi MyFlooding Flooding 1 Fioadi Q Flooding ooding ratio Wajac only accepts values D or 1 Cancel Apply 2 2 6 11 2 Hydrodynamic diameter Purpose To define a hydrodynamic 4 Create Edit Hydro Property diameter New HydroDynamicDiameterl Iv Allow edit This command is scripted Typically 9 Hydrodynamic diameter m x MyHydroDiamater HydroDynamicDiameter 0 75m Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 40 11 April 2011 2 2 6 11 3 Conductor Shielding Purpose To define a conductor shielding gemy UTER This command is scripted Typically New EdiEvisting ConductorShieldingl IV Allow edit MyShie ding Q x distance m x y distance sd m x ConductorShielding l m 2m Cancel Apply 2 2 6 11 4 Element refinement Purpose To define an element refinement t Create Edit Hydro
160. meshing if B lt 15 GenieRules Meshing activate mpMinAngle mpFail true GenieRules Meshing setLimit mpMinAngle mpFail 15 Split element in two if B lt 30 GenieRules Meshing activate mpMinAngle mpSplit true GenieRules Meshing setLimit mpMinAngle mpSplit 30 L Rules Meshing 179 deg dea y Split element in two if deg Minimum Angle Failmeshingif p lt deg Split element in two if B deg Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 54 11 April 2011 2 2 7 7 3 Jacobi Command Fail meshing if Jrel gt 8 GenieRules Meshing activate mpMaxRelativeJacobi mp Fail true GenieRules Meshing setLimit mpMaxRelativeJacobi mpFail 8 Split element in two if Jrel gt GenieRules Meshing activate mpMaxRelativeJacobi mpSplit true e GenieRules Meshing setLimit mpMaxRelativeJacobi mpSplit 6 Fail meshing if Jrel lt 0 2 GenieRules Meshing activate mpMinNormalizedJacobi mpFail true GenieRules Meshing setLimit mpMinNormalizedJacobi mpFail 0 2 Split element in two if Jrel lt GenieRules Meshing activate mpMinNormalizedJacobi mp Split true ud GenieRules Meshing setLimit mpMinNormalizedJacobi mpSplit 0 4 t Rules Meshing General Max Min Angle Jacobi Eliminate edge Chord Height Definitions Relative Jacobi Jrel na MAXA As AS A LEN Amin min AA Az A4 Split element intwoidrel p Minimum Jacobi Jmin Fa
161. n or direction set see below a SE SSE RB caca oem 3 3 2 2 New Direction Purpose To define a new direction Create Edit Direction This command is scripted Typically when defining three Direction Direction Set directions with angles O deg 15 deg and 30 deg Done CE Direction 1 Directionl Direction 0 deg e MAT ke x Angle Direction2 Direction 15 deg OK Cancel Apply Direction3 Direction 30 deg __Cencet Apply 3 3 2 3 New Direction set Purpose To define a new direction set L Create Edit Direction This command is scripted Typically when using a step of 90 degrees between 0 deg and 360 deg E Mame DirectionSet1 D ennt 0 deg 90 NEL TES eB 8 2 0 aeg Last direciton 260 dea Step t5 deg Fill table 2 Row operations Y Specify direction Insert Remove Clear table Direction deg Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 161 11 April 2011 3 3 3 Soil Purpose To define soil properties that can be used when mi aes defining a location The soil properties may also be defined E Capacity peris from the input dialogue for a location for both alternatives JEN eronmont New Sand 1 LJ i New Clay the soil properties are found under the subfolder Soil Y Directions ae d Location New Soil Data New Soil Curves 23 Sol ES water 3 Equipment Paste Properties Fields Struct
162. n this case the load becomes dependent of the beam and will Name LLoads follow when the beam is moved but not when it 1s Beam copied Footprints There are two options Linear as shown below or Javascript Slide the intensities bar to change between the two options Parameter positions Start o f Linear f Javascript in a m m H o dell t2 o dell Close Apply This command is scripted Typically for a varying temperature load between the two end positions on beam Bm20 LLoad6 LineLoad LC1 FootprintBeam Bm20 TemperatureldLinear 50 delC 100 delC DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 84 11 April 2011 2 4 13 Load Case Purpose To define a load case where equipments L Insert Load Case weight lists and explicit loads are applied For more details see Section 3 8 of User Manual Volume 1 and Mame tcl Section 4 1 of User Manual Volume 3 Dummy Hydro Pressure This command is scripted Typically Cancel Apply LCI LoadCase 2 4 14 Load Combination Purpose To define load combinations built up of other load cases It is possible to use a load combination in another load combination For more details see Section 3 8 of User Manual Volume 1 and Section 4 1 of User Manual Volume 3 MM Insert Load Combination Iz ER LC LoadCase Meer LC3 0 LoadCase This command is scripted Typically LC_Comb Load
163. n this case the line load follows when moving but not copying the beam To switch from independent to dependent line load choose from footprint line or beam Footprint You can select multiple beams graphically and apply the same line load to all by using the radio button Apply to selected beams This command is scripted Typically for a constant line load in z direction between relative positions 0 2 and 0 7 on beam Bml4 LLoad2 LineLoad LC1 FootprintBeam Bml4 0 2 0 7 ComponentldLinear Vector3d 0 kN m O kN m 300 kN m Vector3d 0 kN m O kN m 100 kN m 2 4 12 3 Surface Load Purpose To define a surface load on a plate or a shell This load can only be applied on a plate or shell to give effect The load may be independent or dependent of the structure To make the line load independent of the plate the load intensities relate to three or more points In this case the line load does not follow when moving or copying the beam There are a number of different intensities that can be used Slide the Intensities bar to see the options Pressure Component Load Dummy Hydro Pressure Pressure Tractian hag Javascript For plates the surface load may be independent or dependent For shells the surface load must always be dependent by using a wet surface In the following all examples are based on a wet surface WSL User Manual Vol VI 11 April 2011 t Create Line Load
164. ne 3 tonnes 3 Kinematic viscosity 11 4626 005 m 2 s m 273 For more details on how to define the environmental data see User Manual Volume 2 l Create Edit Location d Mame Location2 Gravity 9 80665 m s 2 m s 2 Aj Water Soil Density A tonne 3 Kinematic viscosity 1196 006 m 2 0 m 275 Waterline Z Bm m Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 157 11 April 2011 When filling in a table as shown to t Create Edit Location the right data can be created from Y Name location y this view Alternatively the data as defined in the subfolders can be used Soil Type Gravity 9 80665 m s 2 m s 2 Air Water Soll Seabed Z rmudline 5 m Seabed delta T A Sail layers relative to seabed Z Y Soil layers 9 Bottom Soil Type Soil Curves Soil Data Sublayers 3 1 3 a J 5 e 7 Cancel This command is scripted The scripting depends on which data are used to define the location Typically Location Location 124 m 0 m Locationl gravity 9 80665 m s 2 Locationl air density 0 001226 tonne m 3 Location air kinematicViscosity 1 462e 005 m 2 s Locationl water density 1 025 tonne m 3 Locationl water kinematicViscosity 1 19e 006 m 2 s Locationl seabed normaldirection Vector3d 0 m 0 m 1 m Locationl seabed seabedDelta Scourl Locationl insertSoilBorder 1 5 m
165. ne A ues nib td ae E Meee een AREA ea AA A 165 3 3 4 5 ING WW a Ves ClO isl ca mecitarn dt um ie T cien 166 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 6 11 April 2011 OOo New Wave Her MEUN OON cascada iia a 166 IDAS NESW ave ete il SULLACe ee a a pato Ubi t echte oct fct 166 FA NEW Wave dHetehib Se un stas acia estie noci aE O a E T ITO S 167 3 3 4 6 New Result Wave Soeren aa tdo 168 SE UI MEN Tarda at ta viu is etait td hood a ees teeta eo 169 3S S PROPERELIES tata iaa EM toate o rU Sacris CN Mele Leute 169 Ser CPUS E at AE A A o E A AA A EA se cients Hen et ees ees wae ee 171 SLUTET NER RTT T T T EE 171 Sed MESNE OE DSL dei ae AA E DA EIS Ha AS deua eee vm aveo mated 172 42 CONTEXT SENSEDTYV E MEN Ue ic 173 AB ECT IPE DID UNT 174 TN EN ES A NE 174 4 1 1 1 LOCAS tE eruere uie a enean AAA AAA vedas eta tectus n tera 174 4 1 1 2 DS RR D NT TREE E V RP 175 4 1 1 3 luno tenuis 175 4 1 1 4 PUE POS ote tee tede edo diet ie ii etta fete tutti obs etai oed o fadus 175 4 1 1 5 Mov Deal A ar ie me Te eer nen eee eee Te ore ee rere cee 176 4 1 1 6 A O O NO 176 4 1 1 7 B cklifio TACOS A AAA AAA A AAA AAA 176 Aee OY LIE AE O GOTOV N O o A e O E EAD SM Po O NU E E 177 LP PS MEE GATTI DC A A A AAA 177 4 1 3 1 Transit aa A A EAT ETA 177 4 1 3 2 ROA AAA AREA AAA SAA AE ASA A OS 177 4 1 3 3 NTO eian NR MUT TP ET 178 4 1 3 4 a RAS s 178 4 1 3 5 O O A A 179 4 1
166. nex naNorwegian Ccl run I generalOptions partialFactorMO 1 05 Ccl run 1 generalOptions partialFactorMl 1 05 Ccl run 1 generalOptions methodl true GeniE Version 5 3 137 User Manual Vol VI 11 April 2011 Ill Properties Object Properties Edit Code Check Run Capacity Manager Cet Code Check Eurocode3 EN 1993 1 1 2005 Include v Members Loadcases General Member EN 1993 1 1 National amp nnex Danish Normal Safety factors Partial factor MO ep Partial factor M1 2 Interaction factors Method 1 r MM Properties Object Properties Edit Code Check Run Capacity Manager CINE Code Check Eurocode3 EN 1993 1 1 2005 Include iv Members Loadcases General Member EN 1993 1 1 National amp nnex Danish Stricter Safety Factors Partial factor MO 1 045 Partial Factor M1 1 14 Interactian factors Method 1 r t Create Code Check Run Capacity Manager Cel Code Check Euracode3 EM 1333 1 1 2 Include Iv Members Cancel Loadcases General Member EN 1993 1 1 National Annes Safety factors Partial factor M0 OB Partial factor M1 DN Interaction Factors Method 1 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 138 11 April 2011 3 2 4 2 10 ISO 19902 2007 Purpose To define global and general code checking 4 Create Code Check Run factors according to ISO 19902 2007 The factors revail for members and joints Ca
167. ng curve Stiffener Spacing W None m Lateral torsional buckling Factor C1 to e Factor kc to Cure General Aira os C Cav welded IE Length between lateral supports Top flange Noe vw rn Bottom Flange None vel m Section classification Automatic Interaction Factor method 2 Automatic Hollow and welded box specific I Hot finished W Thick welds Exclude conservative usage factor from formula 6 2 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 149 11 April 2011 3 2 4 3 11 NORSOK N 004 2004 Purpose To define global and member specific code 6 Create Code Check Run checking factors according to NORSOK N 004 2004 The factors prevail for tubular and non tubular members Capacity Manager Col Code Check NORSOK N 004 2004 Cancel This command is scripted typically when specifying ts edie flooding to status flooded Ccl run 1 memberOptions flooding cfFlooded NOREOK N ooa ERES about y axis gt Y Buckling length Member Length m Effective length Factor 1 Moment reduction 1 about z axis v uz symmetry Buckling length m Effective length factor Moment reduction Axial compression and bending ue Bending Moment Option Max Bending Moment t Local Bending Moment Shiffener Spacing a Code Check NORSOK N D04 2004 Cancel Member None m Include I Members Y Joints Cone None m Flooding From Structure
168. nitor Hoops memor Allacated ME This command is not scripted Used ME Objectstore memory Used ME Acis memory Used ME Refresh Close Help Topics Fi 2 6 5 About GeniE Status Lists on the Web Purpose Lists 3 party software used in GeniE DNY Software on the Web This command is not scripted Memory Monitor About Gente 053 08 16 Mar 2011 Copyright 2000 2011 ONY Software Developed by ONY Software SESAM Morway 3rd party components used ALIS from Spatial Corporation AISC Shapes Database v3 0 from amp ISC Inc Morwegian European Shapes from NWS Advancing front mesher from Distene HOOPS from TechSoft3D licensed from Spatial Corporation Objective Toolkit from Hague wave Software ObjectStore PSE Pro fram Progress Software HOFS Hierarchical Data Format 5 copyright The HOF Group DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 122 11 April 2011 Tool buttons There are a number of tool buttons that give access to the most commonly used commands They may be dynamic meaning that the active tool button may give access to different commands A dynamic tool button is recognised by having a pulldown arrow embedded on the GUI One example is the tool button for Insert Plate It can give access to several commands like inserting a flat plate or inserting a curved plate using a skin loft curve operation Flat Plate option selected E
169. noldsnumber Function of Roughness KC number By Rule New C Edi Existing MorisonDiameterl Iv Allow edit Morison Coefficient Function Table Q i Ba Ba V Cdz v Cmz GeniE V4 0 14 Date 21 Aug 2008 09 51 26 4 ia D nerti de Drag D l Hydrodynamic inertia b U Hydrodynamic drag Member Diameter D t Create Edit Hydro Property m Fill tool Roughness Number T able Y Fill table ES E Ra iw Cde V Cmz Clear table Remove Insert v Cancel Apply t Create Edit Hydro Property Constant Function of Diameter Function of Roughness Reynoldsnumber Function of Roughness KC number By Rule ing MorisonKC1 I Allow edit Fill tool Morison Coefficient Function Table Q Roughness Number T able 9 Fill table es Bo ES M Cdz Y Cmz Clear table Remove Insert Cancel Apply DET NORSKE VERITAS SOFTWARE Version 5 3 Purpose To define Morison coefficients according to the API recommendations See Wajac User Manual for a further definition This command is scripted Typically MyAPIMorison MorisonByRule 2 2 6 11 6 Marine growth Purpose To define a constant value for marine growth This comm
170. nslate Buc E Insert new split points Babe t Single split at parameter 0 1 Show All Points split points evenly DK Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 176 11 April 2011 4 1 1 5 Move End Purpose To move one beam end The end point can be moved to another point by a vector definition or extended reduced along its own local x axis In the latter case a positive value means extension of the E beam while a negative value means a reduction of F the length Displacement EE aspoint f as vector as distance along beam Bl Edit Beams Local System Offset Vector Hinges Split Points Move End Translate Buckli This command is scripted Typically when reducing the length with 150 cm relative to the end point 2 of Bm31 Cancel Apply Bm3l extendEnd 2 150 cm Similarly when moving the endl a vector of 0 5m 0 Bm3 I moveEnd 1 Vector3d 0 m 5 m 0 m 4 1 1 6 Translate Purpose To move a beam with a translation vector aee This command is scripted Typically when moving Local System Offset Vector Hinges Split Points Move End Translate Buckling Bm21 2000mm in positive global z direction PPD Bm31 extendEnd 2 150 cm O Bm21 moveTranslate Vector3d Om Om 2000mm SE a EN 4 1 1 7 Buckling factors Purpose To define local bucking factors for individual beams These factors can be referred to w
171. ntro ppt Analysis User s Guide users Manual complete Accelerationvector3d TE Introduction Analysis Do Features LinearAnalysis Bs User Guide LoadCase LoadCase Tu Program Environment BS Command description Command Reference JScript commands Tutorials Tutorial 1 Genie full version General P Genie Workshop Input files Examples Full Tutoriall LoadCombination Loadinterface LoadResultsActivity MeshActivity PileSoilAnalysis PrescribedDisplacement SeastateData SinFile WROPrintFileDeterministic WROPrintFile Transfer WaveLoadActivity Environment Tutorial 2 Genie full Airy version Frame Module Clay T Genie Frame Workshop Cnoidal T Framework Workshop CurrentProfileRelDir Input files Examples PullTutorial2 Tutorial 3 Genie Lite DeterministicTime Direction DirectionSet Arched Frame FrequencySet rrequency gt et P Genie Lite Workshop Location PhaseSet Input files Examples Lite Tutorials Tutorial 4 Genie Lite RegularvVave RegularVaveModel LoadCombination Define a Pile Sail Analysis PrescribedDisplacement Define a Seastate Data object Define a Wave Load Analysis Represent a soil of type clay Represent a current profile Represent an environment direction Represent an environment direction set Represent an environment frequency set Represent an environment phase angle set Represent a regular wave component Represent a regular wave s
172. o receive loads from equipments Load interface This command is scripted Typically MyLoadInterface LoadInterface 2 2 6 9 Hinge GeniE 38 Purpose To create hinges to specify which degrees of freedom for a beam end that is connected to another beam This command is scripted Typically for a hinge where all the rotational degrees of freedom are not connected MyHinge Hinge 1 1 1 0 0 0 It is also possible to specify a flexible hinge whereby stiffness for each degree of freedom is specified This command is scripted Typically for a flexible hinge where 4 different spring stiffnesses are used fixed in x and y MyFlexHinge FlexibleHinge Fixed Fixed Stiffness 500 Stiffness 12500 Stiffness 25000 Stiffness 75000 User Manual Vol VI 11 April 2011 Property Sheet Load Interface Static Cancel Property Sheet Hinge Flexible Hinge Hinge Fixation in local coordinate system Not hinged Hinged Cancel Property Sheet Hinge Flexible Hinge Hinge stiffness Spring Fixed Free Spring stiffness rr N m N m N m Spring stiffness Nm Nm Nm z H Fixed Free Spring DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 39 11 April 2011 2 2 6 10 Reinforcement Purpose To create a reinforcement to be applied to a S rera Peinfurnemert can or stub Reinforcement Allow edit New reinforce
173. oad case from the run the typical script command is Ccl run 1 removeLoadCase LC total DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 132 3 2 4 2 General User Manual Vol VI 11 April 2011 Purpose To define global and general code checking factors Some general factors are common for most frame code checks This command is scripted typically Ccl run 1 generalOptions computeLoadsAsNeeded true Ccl run I generalOptions purgePositionResults true Common frame check options Performances Memory I Compute loads when needed Go W Purge position results keep only worst o Most factors are different for the various code checking standards They are listed in the following paragraphs 3 2 4 2 1 AISC ASD 2005 Purpose To define global and general code checking factors according to AISC ASD 2005 This command is scripted typically Ccl AddRun AiscAsdRun Ccl run 1 generalOptions tensionFactor 1 67 Ccl run 1 generalOptions torsionFactor 1 67 Ccl run 1 generalOptions shearFactor 1 67 Ccl run 1 generalOptions bendingFactor 1 67 Ccl run 1 generalOptions compressionFactor 1 67 3 2 4 2 2 AISC LRFD 2005 Purpose To define global and general code checking factors according to AISC LRFD 2005 This command is scripted typically Ccl AddRun AiscLrfdRun Ccl run 1 generalOptions torsionFactor 0 9 Ccl run 1 generalOptions shearFactor 0 9 Ccl run 1 generalOptions bendingFactor
174. oad combination FEM numbering GenieRules Meshing FemLoadcaseNumbering mmCombinationsAutomatic or Manual GenieRules Meshing preference mpMeshDensityRounded true or false Round off mesh density GenieRules Meshing preference mpAdjustNumberOfElements true or false Adjust number of elements Write loads separate GenieRules Meshing preference mp WriteLoadsSeparate true or false Use long LoadCase names GenieRules Meshing preference mpUseLongLoadcaseNames true or false Use long Set names GenieRules Meshing preference mpUseLongSetNames true or false Use long Property names GenieRules Meshing preference mpUseLongPropertyNames true or false DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 52 11 April 2011 Advancing front quad mesher GenieRules Meshing faceMeshStrategy AdvancingFrontQuadMesher Advancing front triangle mesher GenieRules Meshing faceMeshStrategy AdvancingFrontTriangleMesher Sesam quad mesher GenieRules Meshing faceMeshStrategy SesamQuadMesher DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 53 11 April 2011 2 2 7 7 2 Max min angle Command Fail meshing if a gt 145 GenieRules Meshing activate mpMinAngle mpFail true GenieRules Meshing setLimit mpMaxAngle mpFail 145 Split element in two if a gt 130 GenieRules Meshing activate mpMaxAngle mpSplit true GenieRules Meshing setLimit mpMaxAngle mpSplit 130 Fail
175. ocate Finite Element s and Node s Locate Clear Close v Show element number ji Show node number iw Highlight element iw Highlight node a Suto Detect Corner angle larger than deg Comer angle smaller than deg Relative Jacobi larger than Min Jacobi smaller than Shartest edge smaller than Absolute length Maximum aspect ratio ls element a triangle Warping Node rel distance 9 Result presentation Loadcase Attribute Component Surface rw Top rw Present as t Contour plot Settings Numeric annotation settings f Vector plot Settings Beam diagram Settings Additional presentation Deformed shape settings P stress vectors Global min max Default presentation t Use this presentation as default t No default presentation Mn change Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 111 11 April 2011 2 5 1 9 Beam Force Stress Diagram Purpose To present and export beam force amp stress data to Excel or other tools supporting the xml standard See Chapter 4 of User Manual Volume 4 for more details This command is not scripted Result Selection Graphs Max Min Tables Beam Line Tables ge Sar selected beams seqments inta continuous beam lines Qs esta Deleci n Sort selected beams seqments into individual beams segments components shape iv Automaticall
176. od Array 2 s 4 s 6 s 8 Last value rad s 5 10 5 12 5 14 5 16 5 18 S step value rad s Fill table 9 Rowoperations Y Specify value Y Insert Remove Value rad s Clear table Cancel Apply Phase Angles Set 3 3 4 4 New Phase Set Purpose To define a phase set The default values are shown to the right First angle n deg This command is scripted Typically for first angle 0 deg last Lastangle 54 deg angle 90 deg and angle step 15 deg Angle step 15 dec PhaseSetl PhaseSet Array 0 deg 15 deg 30 deg 45 deg 60 MES V Rowoperations Y deg 75 deg 90 deg Specify phase v Insert Remove Clear table Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 166 11 April 2011 3 3 4 5 New Wave Height Purpose To define the wave height through a function surface RE Or set New Current Profile Mew Frequency Set New Phase Set l Wave Height h New Wave Height Function New Regular Wave Set TX New Wave Height Surface New Wave Height Set Paste Fields Save HTML SH 3 3 4 5 1 New Wave Height Function Purpose To define the wave height with a Ee corresponding wave periods and heights Wave Height Funcion Wave Height Suface Wave Height Set This command is scripted Typically for three We Nome Wavehechist a corresponding sets rr e en ods Wave OTS z WaveHeights wave reves Wave nensi EE wa
177. oint 37 m 28 5 m 10 m 4 1 3 6 General transformation Purpose To copy a beam by defining a general transformation For examples see Section 3 3 12 of User Manual Volume 3 Transformation BEES Create Translation This command is scripted depending on adas Translation vector a which operation is carried out a E mor f Scale 3 Point Position t Move Point Combine TUM Iw Preview Peneda DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 180 4 1 4 Generate Joints User Manual Vol VI 11 April 2011 Purpose To generate joints based on the rules as defined in the EditlRuleslJoint creation This command is scripted Typically when selecting a beam that is subject to definition of four joints based on the rule definition Jtl Joint Point 4 m 0 m 10 m Jt2 Joint Point 12 m 0 m 10 m Jt3 Joint Point 18 m 0 m 10 m Jt4 Joint Point 24 m 0 m 10 m 4 1 5 Join Purpose To join beams and segments This command is scripted Typically when joining Bm144 and Bm145 Bm 144 joinBeams Bm14 5 Bm 144 joinSegments 1 2 F Joint Creation Rule Selection aware classification Cancel Exclusion Criteria W Exclude pure through beam intersections Ii Exclude 2 beam aligned intersections Iv Exclude free beam ends Exclude intersections with beam ends Exclude intersections with through beams 18 Join f Join Beams and Segments D Join only if concepts have sam
178. oint Tolerance 0 07 m m Angular Tolerance U deg deg Cancel Connected Move Rule Use Connected Move as default Include all structural points in calculation Allow joints to be moved DET NORSKE VERITAS SOFTWARE Version 5 3 2 2 7 5 Geometry Purpose To specify whether GeniE shall make groups when e g copying or moving structural members This can lead to a GeniE 50 better performance when reading a command file or during 2 modelling The command must be used with care This command is scripted Typically when enabling grouping when reading a command file User Manual Vol VI 11 April 2011 T Geometry Rules Creation Grouping Disable C Enable GenieRules Geometry creationGrouping cgGroupingJournal 2 2 7 6 Units Purpose Specify default input units and how labels etc will appear on the desktop This command is scripted Typically when changing input unit to mm with fixed format display GenieRules Units setInputUnit Length mm GenieRules Units setDisplay Format Length 6 mcFixed 2 2 7 7 Purpose Set global rules for creation of mesh These may be override by local settings Meshing There are five categories of global mesh settings For guidance in how these are used please see Chapter 6 of User Manual Volume 3 This Section lists the commands and the associated script command Model topology Performed before meshing
179. older Folder Folder Folder Bm500 UserManual Bmi copyTranslate Vector3d 25m 0 m 0 m File Edit View Insert Tools Help o zm E Es x 9 Im amp m Z1 g lt amp T O a E 2973 Defaut display sno toadcase gt l s amp Name f A MERA ENEE METE UM 5 Analysis 3 Capacity rg Environment Equipment 3 Structure f Utilities E Analysis Folder 3 Capacity Folder 3 Environment Folder 26 Aug 2008 18 18 EEK uw AS R BRAK Rim ats Y eno secton gt no materiat no thickness gt Y DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 12 11 April 2011 2 PULLDOWN MENUS Pulldown menus are those menus available from the graphical C DnviWorkS paces GeniEWesc window as shown to the right File Edit View Insert Tools Help There are 6 categories of commands available from the pulldown menu These are explained below each with a detailed description of their subcommands in the following Sections Command Subcommand category Explanation New workspace Make a new project Open Workspace Open an existing project Save Workspace Save the active project session Close Workspace Close the active project session Set Default Workspace Folder Specify default storage location Explore Current Workspace Explore your current workspace s folder Save Graphics As Make a picture Print Graphics Print a picture Old Save Report Make a r
180. ommand prompt DOS window E g C Program Files DNVS GeniE Program GeniEr MyProject NEW COM MY JOURNAL JS EXIT Please note that if you are using another editor than e g MS Notepad you need to specify that the output format is for PC format and not Unix format GeniE supports two kinds of commands Specific GeniE commands e General JScript commands Specific GeniE commands are typically for creating and editing GeniE model entities such as plates and beams A simple session of GeniE commands may be Create 2 points Pointl Point 0 0 0 Pointa Porint 0 0 190 7 A double slash indicates a comment line 4 Copy the two points 10 m in x direction Point3 Pointl copyTranslate Vector3d 10 mo m 0 m Point4 Point2 copyTranslate Vector3d 10 m 0 m 0 m lf Note that all command must end with J7 Create a beam between point 3 and 4 BeamAl Beam Point3 Point4 BeamAl material Materiall BeamAl section Sectionl Led Create a support at Point3 rotate the local Z axis 30 deg and define the boundary conditions opl Support Pointe Pointe LO mro m0 mAy Spl rotatelocalZ 30 Spl boundary BoundaryCondition Free Fixed Fixed Free Fixed Free Note that the objects in the GeniE model have properties and functions that are addressed by a dot like in BeamA l material or Pointl copyTranslate DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 207 11 April 2011
181. ompartment information is also used by Nauticus Hull to automatically generate rules based loading conditions according to the CSR Bulk Rules All closed voids will form a d Name compartment For more details see Section 4 4 1 of User Manual Volume 1 Cancel This command is scripted Typically 3 Compartment Manager E My_Comp_Manager CompartmentManager 2 4 7 Feature Edge Purpose To insert an edge or line for controlling the quality Create Feature Edge of your mesh Consult Section 3 12 2 of User Manual Volume _ 1 or Chapter 6 of User Manual Volume 3 to see how this Nemes Eo feature can be used End 1 x End 2 x m This command is scripted Typically FEdgel FeatureEdge Point 24 m 5 m 1 m Point 24 m 5 m 7 m 2 4 8 Linear Slicer Purpose A linear slicer is used to calculate correction moment and shear forces to achieve target values according to CSR rules for bulk ships The correction moments are automatically applied to the model To do this it is necessary to first define the linear slicer and then select the slicer to see the moment End 1 and shear forces before and after corrections have been applied This feature is further documented in the training End2 d material for Nauticus Hull Slicer profiles The linear slicer can also be used to compute forces and Segments 4 moments along a defined direction for a given load case width m x Height m X Local We
182. on Det Norske Veritas shall mean the Foundation Det Norske Veritas as well as all its subsidiaries directors officers employees agents and any other acting on behalf of Det Norske Veritas DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 I 11 April 2011 GeniE User Manual Menu Description Version 5 3 Table of Contents Te INTRODUC TO Lc E 9 25 UELDONWINNIENUS Cinese se IAS NS 12 ZUNE FEE PUI OW NMEN dla lol 14 2o NCW WOPKRSDOCCS uere v A O O ee 14 2d OPEN WOPKRSDUCE dali 14 Did SAVE WOT DA CEN A OE 15 ZU CLOS OS PAC NS 15 24d Ser DE QUIE WOS PACE J OVE ace oan AAA AAA AAA AA AAA A 15 2 12 SEXDIOFE CUCU WOKS PACE Sa ts 15 LLO OVEA S OS Emm 16 D gt EITO S EE E RE E AE TE E E 16 2 04 SAVE TOP OV xe E EEA A A A ATN 16 2 1 8 1 INDIGNO TER A IH EAT 17 2 1 8 2 Properes NEP 17 2 1 8 3 hup SCS MNT Imc T E E 17 2 1 8 4 TAA Sih tn ta at tt US ee elt ck eh ea Dont ais ida 18 2 1 8 5 FEM RESUS cci acotestenect oa eso guia sarees cus Coe AAA sient ee RENTUR SU S nes LUGD SUME TP S PNE OUS 18 2 1 8 6 Explanation of the FEM Results setos atraido 19 2 1 8 7 Fraime code CHECK tds id A AO A AA td 21 2 1 8 8 Plate code eec ke iaa ASA A A Aids 22 PON S ADON UU T I E TUUM NT 23 2 1 9 1 Pe MIT Concept Model usa o ob eaaet add rae I NUDO b rea eR rt d deo ec lali red 23 2 1 9 2 Img e a 23 2 1 9 3 SNC STIS euet acer ee ree uM LEM nU Led it t UM ere renee 24 2 1 9 4 SA a a 24 2 1 9 5 ACIS A O A ML cU I pl ecc teagan
183. on Correction option are shown below D irect Loads Extreme Bending Element Stress General Bending Mas Compressive Stre Mo Correction This command is scripted typically Ccl AddRun CSRBulkRun Ccl run 1 generalOptions checkBuckling true Ccl run 1 generalOptions checkYield true Ccl run 1 generalOptions safetyFactorBuckling 1 Ccl run 1 generalOptions safetyFactorYield 1 Ccl run I generalOptions transverseStressOption tsGeneralBending Ccl run 1 generalOptions poissonCorrectionOption psElementStress 3 2 4 2 7 CSR Tank Purpose To define global and general code checking factors according to CSR Tank Check Parallel to utilize all available processors when running PULS This makes the codecheck run faster but as it takes all available processor capacity it will not be possible to do other work on your computer while PULS is running This command is scripted typically Ccl AddRun CSRTankRun Ccl run 1 generalOptions parallelMode true User Manual Vol VI 11 April 2011 l Create Code Check Run Cancel Include lf Panels Loadcases General Panel CSR Bulk Checks e Yield and Buckling C Buckling Only Yield Only Global Options Safety Factor Buckling Safety Factor Yield Transverse stress option C General Bending Poisson correction option Element Stress Purge subpanel results buckling only T Create Code Check Run Capacity Mana
184. on 5 3 139 11 April 2011 3 2 4 2 11 NORSOK N 004 2004 Purpose To define global and general code checking 4 Create Code Check Run factors according to NORSOK N 004 2004 Capacity Manager Cet Code Check GET SEE ee Cancel This command is scripted typically uo ds ud Loadcases General Member Joint Ccl AddRun NorsokRun NORSOK N 004 Ccl run 10 generalOptions materialFactor 1 15 di c E W Use Comm 5 3 3 Axial Compression Material Factor i 15 EN 1993 1 1 National 4nnex Standard Safety factors Partial Factor MO i Partial Factor M1 i Interaction Factors Method 1 r Common frame check options Performance Memory Il Compute loads when needed W Purge position results keep only worst 3 2 4 3 Member and panel Purpose To define global and member or panel liil Properties specific code checking factors The factors are Object Properties Edit Code Check Run different for the various code checking standards They are listed in the following Capacity Manager Cc Code Check API WSD 2005 Include lv Members Joints DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 140 11 April 2011 3 2 4 3 1 AISC ASD 2005 L Create Code Check Run Purpose To define global and member specific code checking factors according to AISC ASD 2005 Capacity Manager Cc Code Check ABRES Cancel This command is scripted typically when using lateral Include v Members torsional b
185. owser Menu to learn how to create a v Export beams as members Always Regenerate Mesh ze mesh priority p y Iw Smart load combinations The Mesh Subset option is used to mesh Override Global Superelement Data parts of the concept model only A boundary M Top Superelement Type condition may also be part of a set this means that a complete finite element model superstar Ipe may be generated for sets for analysis or for creation of super elements as intersecting Ww Set Mesh Priority loads are automatically included Mesh Subset Pile boundary condition Pile Soil Interaction This command is scripted typically Cancel Apply Analysisl step 1 subset bottom deck Analysisl step 1 meshPriority MeshPriorityl DET NORSKE VERITAS SOFTWARE Version 5 3 To modify the analysis activity you right click the activity Linear Structural Analysis and select Edit activity The Datacheck Only will set up the input file to Sestra so a data check is performed but no execution of finite element analysis This command is scripted typically Analysisl step 2 dataCheckOnly true If you want to edit and keep the input file to Sestra you should deselect the Automatic generation of input files and click on the file sestra inp to edit If you do not deselect this option the modified input file to Sestra is not kept for subsequent analysis This command is scripted typically Analysisl step 2 generateInput
186. pacity Manager Cel i 9 Code Check EMERE o Cancel This command is scripted typically for members Include v Members V Joints CclI AddRun ISO 1 9902 Run Loadeases General Member Joint 15019902 Ccl run I generalOptions RFPipeXPress 1 25 md tala EE Ccl run 1 generalOptions RF PipeShear 1 05 a ween MEMBER JOINT Ccl run 1 generalOptions RF PipeBend 1 05 Partial resistance Factors Axial tensile strength 1 05 Ccl run I generalOptions RFPipeTens 1 05 m ha Ccl run I generalOptions RFPipeComp 1 15 Bending strength D EN Shear Torsion strength i 05 Hoop buckling strength i 25 EN 1993 1 1 NationalAnnex Standard vw This command is scripted typically for joints ra Partial factor MO Ccl run 1 generalOptions Cl_Y_ax 25 PattialfactorM1 1 Cel run 1 generalOptions C1_X_ax 20 Interaction factors Method 1 Common frame check options Ccl run 1 generalOptions Cl_K_ax 14 PerformanceMemoary lf Compute loads when needed Ccl run 1 generalOptions Cl_mom 25 W Purge position results keep only worst Ccl run 1 generalOptions C2_Y_ax 11 Ccl run 1 generalOptions C2_X_ax 22 MEMBER JOINT Ccl run 1 generalOptions C2_K_ax 43 uL Ccl run 1 generalOptions C2_mom 43 Axial Y p pm Ccl run I generalOptions RFJointYield 1 05 i o Ccl run 1 generalOptions RFJoint 1 05 Moment 25 E DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Versi
187. plications Below 1s a table listing the available ones REN eve Workspace emiso teo en Workspace TRIS resme wonse metalcore 0 ALEC edOwbme ALEM Cree me ALED VTedMysiAdiiy Monitor me oases ares tala Result Diagrams ALES Vise Modelshow election oniy Aure Vise Mode selection ALTsMims Vise MadelRemove section ALA Vise ModeShow al Au Vise Modeshow complement ALE VevOpiniGenerilCur Background CN 0000000000 LEN DINEM KENN Spin remembers the last rotation and speed of it and makes this a continuous spin Toggles the snap perpendicular tangential plane mode DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 206 11 April 2011 6 THE COMMAND LINE INTERFACE SYSTEM GeniE is primarily intended to be operated by the graphical user interface All program features may however also be accessed by GeniE commands The GeniE commands are basically used to create journals during interactive sessions The journal file can now be used to re create the model you may also edit and change the journal file The GeniE commands may also be used to write a model input file directly or to invoke features that have no graphical interface There are 3 ways of entering commands into GeniE JA by typing or pasting commands into the Command Line tab in GeniE 2 by the Read command file option in the File menu of GeniE 3 by starting GeniE with an input command file from the c
188. pline Curvel addPoint Point 2 4 2 ggSpline Curvel addPoint Point 1 5 7 ggSpline Curvel startDeriv Vector3d 1 1 0 Curvel endDeriv Vector3d 0 1 0 Curvel rebuild iple fala le pe le le I 1e fa I SERERTTTTTTTTTE ab An 2 4 9 3 Guide Line Dialog Purpose Insert a straight guide line and specify end t amp Guide Line points manually Mame Curvel Cancel Define end paints End 1 End 2 X This command is scripted Typically between the two points Curvel GuideLine Point 1 1 1 Point 2 2 2 4 Notice that the number 4 in the expression above is used to divide the guide line into 5 equal parts so that there are 4 internal snap points in addition to the 2 end snap points This means that if you use 6 the guide line will have 6 internal snap points To do this you can write in the command input window remember to click the Enter button Curvel GuideLine Point 1 1 1 Point 2 2 2 6 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 71 11 April 2011 2 4 9 4 Fillet Curves Dialog Purpose Fillet curves are used to define the curvature j between two straight lines When fillet curves are used the two straight lines in question and the fillet fo Mos 7 lc curves are automatically joined to a composite curve Second Curve ra x Radius m This command is scripted Typically when selecting Eun two curves and specifying a radiu
189. pment PrismEquipment 5m 3m 2m 1 000 tonne o Center Of Gravity COG at geometric center ok Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 76 11 April 2011 2 4 11 1 COG offset Purpose To define the COG manually relative to the footprint centre The COG may also be outside the equipment box Define the equipment select the equipment from the browser RMB and choose Properties to edit the equipment il Properties Object Properties Section Material Equipment Load Interface Local System Name Equipment 1 This command is scripted Typically when defining the COG position at Im Im 3m Specify Footprint COG offset from footprint center Vector3d 0 m 0m 1 m Linear varying loads Equipment1 centreOfGravity Load case N A Vector3d Im 1m 3m Position Cancel Apply 2 4 11 2 Specify footprint Purpose To define the footprint of the equipment liil Properties There are 4 templates that can be edited The footprint may be outside the equipment border Define the equipment select the equipment from SOS i Bu hi the browser RMB and choose Properties to edit the equipment When you click on the tab Specify E i Footprint there are 4 templates available E Mass 1000000 Kg Ka There may be more than 4 footprints Specify Footprint COG offset from footprint center Vector3d 1 m 1m 3 m Linear varying loads Load
190. pment The position denotes the location of the centre of the equipment bottom plane It is necessary to place the equipment in a load case before the position can be modified This command is scripted Typically when Mass 50 tonne modifying the location to 15m 20m 12m Specify Footprint COG offset from footprint center Vector3d 0 m 0m 5 m gt Linear varying loads Load case LC heli LC heli placeAtPoint Helideck Point 15m 20m 12m LocalSystem Vector3d 1 m 0 m 0 m Vector3d 0 m 0 m 1 m Position Point 11m 11 5m 10 m Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 78 2 4 12 Explicit Load Purpose To Insert and define an explicit load like point load line load surface load prescribed displacement and line temperature A load case must be defined and set to current before any loads can be applied For more details on how to apply loads reference is made to Section 3 11 of User Manual Volume 1 and Chapter 4 of User Manual Volume 3 2 4 12 1 Point Load Purpose To define a point load This load can only be applied along a beam to give effect The load is independent of the structure meaning that it does not follow when the relevant beam is moved or copied The point load may be defined according to the global coordinate system default or a local coordinate system This command is scripted Typically User Manual Vol VI 11 April 2011 Point Load Line Load S
191. ponent 3 waterSurface waveModel Stokes5 Conditionl component 4 water current CurrentProfilel Conditionl component 4 waterSurface waveModel Stokes5 l New Wave Load Condition f Deterministic Time d gt Mame Condition 1 Wave components Assign wave component properties LG i Iw Regular wave set x Curent profile Wind profile Direction set Fieve model Frequency set Order Fill all Y Fill selected ud Fill equal components ve Specify value 2 Period Height Phase Direction Current prafile Wind profile Wave model Order 2 3 a 5 amp rd 8 a w Location Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 159 11 April 2011 3 3 1 Air Purpose To define and modify wind profile data These data E SM B can be used later when defining a wave load condition s E t Environment ex Air Properties Ey Directions New Wind Profile de Location Paste Fields Save HTML Report EJ Soil LJ Water Equipment 9 Properties Structure 5 ES Utilities 3 3 1 1 Properties Purpose To define a new wind profile or modify wm ll Properties existing wind profiles Wind Profile Base This command is scripted The scripting depends on Use Description which parameters are modified or entered to create Miam cS a new wind profile see below Create Edit Wind Profile Ba
192. port name Graphics pan x y Pan a model Same as the graphical operation Pan F4 e g Graphics pan 1 10 will move the model 1 pixel to the right and 10 pixels up Note that x and y are measured in pixels Graphics rotate rotationAxis angle Rotate the view of the model a given angle around the centre of the model with a rotation axis given in the global system e g Graphics rotate Vector3d 0 0 1 45 The model is now rotated 45degrees around global z axis Graphics rotate rotationCenter rotationAxis angle Rotate the view of the model a given angle around J rotationCenter with a rotation axis given in the global system e g Graphics rotate Point 2 5 3 Vector3d 0 0 1 45 The model is now rotated 45degrees around global z axis around the point with coordinate values 2 5 3 Graphics rotationCenter Return the models centre of rotation i e when you rotate the model graphically using the default rotation scheme the model 1s rotated around the centre of the model Graphics rotationCenter will return this point Graphics saveImage name Save the image in a given format given by the filename e g Graphics saveImage Picture jpg DET NORSKE VERITAS SOFTWARE Version 5 3 GeniE User Manual Vol VI 212 11 April 2011 Save the image in a given format scaled to the size in pixels given by width and height e g Graphics savelmage Picture jpg 2000 2000 Graphics saveImage name width h
193. porter ExportConceptXml File name Save as type MMLFlesm L ancel Journal export operation XmlExporter DoExport C Location yourname xml 7 v Export model topology required to be a valid Genie model f Esport model topology as a single blab W Export compressed model topology Uncheck if exporting ta V3 4 2x XmlExporter exportLoads true Export model topology separately for each concept Export subset Export a structure for graphic visualization Export loads 2 1 10 4 Intergraph PDS SDNF file Purpose Export geometry to PDS format F Export to Intergraph PDS SONF File Save in B GeniE om E 5 26meshcantral 5 segft This command is not scripted 451724 sem 451726 semiz O aaaa CTi04 Carga Hold Model complete jtest Cj Aries 5 Tuti C Chedid 5 Tute Sy chedid CjTut8 plate C COPYFRAME Ej Description Commands dne test 1 Foot 9999 5 Jacket Mesh ymodel_1 Module File name NMEE Save as type SDMF Files edrij Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 29 11 April 2011 gt CadCentre PDMS SDNF Export to CadCentre PDMS SDMF File file Save in QGenif a do E Purpose Export geometry to PDMS format 3 26meshcontrol Easeatt C3 semi C3 semi 31104 This command is not scripted 2 Tuts 3 Tut _plate File name Save as type SDNF Files sdn d
194. pter E5 Connected to t Method a f Long leg None m None rn we f Method b f Short leg DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 144 3 2 4 3 5 API WSD 2005 Purpose To define global and member specific code checking factors according to API WSD 2005 The factors prevail for tubular and non tubular members This command is scripted typically when assigning a different buckling length factor 0 5 about the z axis Ccl run 1 memberOptions bucklingZ BucklingLength moMemberLength 0 5 This command is scripted typically when assigning a different buckling length 600 c m about the z axis Ccl run 1 memberOptions aisc bucklingZ BucklingLength 600 cm 1 User Manual Vol VI 11 April 2011 t Create Code Check Run Capacity Manager Cet Code Check Has Include Iw Members v Joints Loadcases General Member Joint API WSD AISC about y axis we Buckling length M ember Length r rn Effective length Factor A Moment amplification IEEE about z axis v uz symmetry Buckling length m Effective length Factar l Moment amplification l Asal compression and bending T i l MaxBending Moment Bending Moment Option t Local Bending Moment Stiffener Spacing Y Member None m Cone None rn Flooding From Structure 4 Create Code Check Run Capacity Manager Col Code Check APIWSD 2005 Include v Members IW Joints Loadcases G
195. ptions For a definition of input parameters please dise Lise sf see previous section on Load calculations UseC m 20 9 v Calculate damping 14 Edit Wave Load Run ge Run Analysis4 step 2 y Wave load condition Condition y Load calculation Added mass and damping only Data check only Y Automatic generation of input files 9 Deterministic seastates amp dded mass and damping Rules Buoyancy Morison Output Special options je Q Eliminated structure Q Exclude eccentricities in calculations Additional still water level Qe Still water level m This command is scripted By selecting all the options under Added mass and damping typically Analysisl step 2 addedMassAndDampingOnly true Analysisl step 2 addedMassAndDamping calculateDamping true Analysis1 step 2 addedMassAndDamping useCm true Analysis1 step 2 addedMassAndDamping includeInternalWater true DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 100 11 April 2011 2 5 1 2 3 3 Data check only The data check option prevents Wajac from a full execution of the analysis a data check will be performed of the input data to determine whether they are consistent The result from a data check can be inspected META on the Waj ac listing file D Bun Analysis4 step 2 Wave load condition Condition Deterministic seastates mass and damping Rules Buoyancy Morison Dutput
196. r 0 95 Ccl run 1 generalOptions RF PipeBend 0 95 Ccl run 1 generalOptions RFPipeTens 0 95 Ccl run 1 generalOptions RFPipeComp 0 85 Ccl run 1 generalOptions aisc torsionFactor 0 9 Ccl run 1 generalOptions aisc shearFactor 0 9 Ccl run 1 generalOptions aisc bendingFactor 0 9 Ccl run 1 generalOptions aisc tensionFactor 0 9 Ccl run 1 generalOptions aisc compressionFactor 0 9 Ccl run 1 generalOptions RFJointKTens 0 95 Ccl run 1 generalOptions RFJointK Comp 0 95 Ccl run 1 generalOptions RFJointKipb 0 95 Ccl run 1 generalOptions RFJointKopb 0 95 Ccl run 1 generalOptions RFJointYTens 0 9 Ccl run I generalOptions RFJointY Comp 0 95 Ccl run 1 generalOptions RFJointYipb 0 95 Ccl run 1 generalOptions RFJointYopb 0 95 Ccl run 1 generalOptions RFJointXTens 0 9 Ccl run 1 generalOptions RFJointXComp 0 95 Ccl run 1 generalOptions RF JointXipb 0 95 Ccl run 1 generalOptions RFJointXopb 0 95 Ccl run 1 generalOptions RF JointYield 0 95 Ccl run 1 generalOptions RFJointWeld 0 54 User Manual Vol VI 11 April 2011 t Create Code Check Run Capacity Manager Cel Code Check Mais noe Cancel Include v Members wv Joints Loadcases General Member Joint API LRFD W Cap end forces included ue MEMBER JOINT Member check resistance Factors Tension TN Compression T GN Bending O98 Shear os Hydrostatic pressure OB AISC LRFD
197. ransfer file to the structural analysis Appropriate Current blockage factor may be specified by the user The total current profile will be multiplied by this factor after calculation of apparent wave period and before combination with wave kinematics Wave kinematics factor Appropriate spreading factor may be specified by the user Horizontal velocities and accelerations from the selected wave theory and apparent wave period will be multiplied by this factor When ticking off for the Wheeler stretching both waves and current is stretched for linear wave theory Airy waves For non linear wave theory only the current 1s stretched You may also decide not to include Buoyancy calculation in the hydrodynamic load calculation When you use the Fill All button the relevant data is filled in to the complete table the white cells as shown above If you want to fill only parts of the table you should select the relevant rows one row at a time or continuous rows at the bottom and click Fill Selected DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 94 11 April 2011 This command is scripted By using the default options as shown above typically Analysisl step 2 deterministicSeastates populate Analysisl step 2 deterministicSeastates seastate l dataPhase NoStretching 10 deg 36 true NoDesignLoads I 1 Analysisl step 2 deterministicSeastates seastate 2 dataPhase NoStretching 10 deg 36 true NoDesignLoads I
198. results file on SIN format There g GN 4 Import External Results SIM file are strict limitations on this functionality See User Manual Volume 4 for documentation Add us SEE T1 SIM This command is scripted and a typical example is given below SinImporter ImportResultsSin SinImporter DoImport C Location T1 SIN Mic port i Filename fo Files of type SIN files sin Cancel Open as read only 2 1 9 11 GENSOD file The stand alone application GENSOD generates the soil data needed by SPLICE storing them in GENSOD inp 7 Name Date modified ay Purpose To import a GENSOD inp file ASA TS GeniE restores the information from the GENSOD inp file by reproducing the js commands thus supplying the folders Environment Location and Environment Soil of the GeniE browser with the relevant data Cancel GENSOD input files inp Open as read only DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 27 11 April 2011 2 1 10 Export FEM File To export data to the following sources Results SIN File ML Concept Model Intergraph POS SDNF File CadCentre POMS SDNF File Genie journal File 35 File Rule Loads XML File ACIS SAT File 2 1 10 1 FEM file Purpose To export a FEM file with a user given name F Export to SESAM FEM File This command is not scripted unless you tick off for er
199. rface of Pl4 this is a lofting operation Pl4 LoftCurves Pl2 Array Curve2 Curve3 Curve4 Flat Plate Dialog a sweep Curves Dialog 2 4 3 5 Flat region Purpose To create a flat region consisting of one or several plates The region is created based on a plane and existing structure El Flat Plate forming one or several enclosed areas 4 Skin Loft Curves yr Elat Region ES Interpolate Met of Curves amp Sweep Curve This command is scripted Typically when defining PIS from a plane at z 4 m using the area enclosed by the plates PLI PI2 PIS and PIS PIS Plate ZPlane3d 4 m Array Pll PI2 PI5 P14 Point 1 5 m 0 6 m 4 m DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 63 11 April 2011 2 4 2 6 Curve Net Interpolation Purpose To construct a surface that interpolates two arrays of N Flat Plate Dialog and M curves which form a set of N 1 x M 1 rectangular SE Sweep Curves Dialog patches Each patch is formed by any two consecutive curves of both arrays E Fiat plate a Skin Loft Curves E Interpolate Met of Curves This command is scripted Typically when defining P15 from such oes Sweep Curve an operation between the curve arrays Array Curvel Curve2 Curve3 and Array Curve4 Curve5 PIS InterpolateCurveNet Array Curvel Curve2 Curve3 Array Curve4 Curve5 Note that one of the curves may be a single point provided that the same intersection restrictions
200. ription Commands Module dne testi 5 segft Cj argo Hold _Model_complete C Fggf semi 9990 dsemiz 9 Jacket 51104 File name Description Commands RuleLoads Save as type Rule Loads ML Files rnl Cancel Journal export operation Export to ACIS SAT File Save in CO Description Commands T Description Commands at File name Description CormandsT 1 Save as type ACIS SAT File SAT Cancel Journal export operation DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 31 11 April 2011 2 1 11 Read command File j Open Command File Purpose Read in and execute a journal file js file EE nemen B This command is not scripted directly but the content 2 Description Commands of the js file is scripted You may edit the journal file to LP Commands 22080729 238 include the operation Typically ReadCommandFile C Location yourname js File name Files of type GeniE Command Files jz Cancel Head command file made using other Gene version Compatibility Autodetect uq 2 1 12 Recent command file Purpose Read in and execute one of the 10 last used Recent Files 1 C Program Files tubular joint EutiTubular joint plate in js journal files 2 Ci Program Filesi tubular joint EutiTubular joint Frame in js 3 C Program Files AExamplesiFullTutarialiiaenie tutorial w 1 js This command Ls not Scrip ted directly but the content of
201. rm a set of N 1 x M 1 rectangular patches Insert a straight or curved shell by sweeping a curve along another curve or vector ilii Sweep Curves BT Insert a guide plane between four snap points The guideplane will be created having 5 equal relative spacings Guide plane Insert a guide point by clicking one snap point Guide point Guide line Insert a guide line between two snap points Insert a guide curve spline between three or more snap points Guide spline Insert a poly curve with three or more snap points Poly Curve iili T EN 4 Insert a guide ellipse with three snap points origin start end a O Guide elliptic arc Guide circle Insert a guide circle with three snap points origin radius plane Insert a model curve along a topological edge with start and stop points Model curve Support point Insert a support point Support curve Insert a support curve along beam model curve or guide lines K EN v Find and display the length between two points 1 and 2 click on Fillet curves Insert a part of a circle with tangents to two straight lines T points 3 click to position the length on the display d Angle between Find and display angle between two beams 1 click on 1 beam 2 click on 2 beam DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 126 11 April 2011 2 12 The Create Methods Toolbar i a WR W Ak m eem Snap point E plate
202. rties ll Properties Current Profile Base Phase Set Frequency Set Wave Height Regular Wave Set Name se Description This command is scripted The scripting depends on which parameters are modified or entered to create a new water property see below na curent profile Create Edit Current Profile Base ees e 3 3 4 2 New Current Profile Purpose To define a current property m Create Edit Current Profile This command is scripted Typically CurrentProfile2_Elevations Array 30 m 0 m 42 m NUTUS 124 m Direction relative to wave heading Direction relative to x axis Specify profile Q f Direction along wave heading CurrentProfile2_Directions Array 0 deg 0 deg O deg 0 deg CurrentProfile2_Velocities Array 1 1 m s 1 1 m s 0 5 m s 0 m s CurrentProfile2 CurrentProfileRelDir CurrentProfile2_Elevations CurrentProfile2_Directions CurrentProfile2_Velocities dtAlongHeading z m Direction ded Velocity m s TELA DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 165 11 April 2011 3 3 4 3 New frequency set i i m Frequency 5 Purpose To define a frequency set The input may be in period Hie id s wavelength m or frequency rad s Nome EME This command is scripted Typically for period input First 2 s C Period C Wavelength Frequency last 18 S Step 2487 First value rad s A FrequencySetl FrequencySet WavePeri
203. s v Snap to grid P1 GuidePlanel GuidePlane Point 0 m 0 m 0 m Point 10 m 0 m 0 A O m Point 10 m 10 m 0 m Point 0 m 10 m 0 m 4 4 1 2 2 1 1 2 3 4 lts u spacings a v spacings ra GuidePlanel snapmode true GuidePlane2 GuidePlane Point 0 m 0 m 5 m Point 10 m 0 m 5 m Point 10 m 10 m 5 m Point 0 m 10 m 5 m 4 4 1 2 2 1 1 2 3 4 GuidePlane2 snapmode true GuidePlane3 GuidePlane Point 0 m 0 m 10 m Point 10 m 0 m 10 m Point 10 m 10 m 10 m Point 0 m 10 m 10 mtd o2 dd ot e Relative Absolute GuidePlane3 snapmode true DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 70 11 April 2011 2 4 9 2 Poly Curve Dialog Purpose Insert a guide curve and specify coordinates t Poly Curve manually The options Enforce tangent vectors is used to Fi Cave To View Name Curvel control the vectors of the poly curve at the start and end EE ENT AutoCuve Type Cancel position Label curve points Enforce tangent vectors M Endi End2 This command is scripted Typically when defining 6 reference points to construct the poly curve using the spline option only and controlling the line tangent at start direction 1 1 0 and end direction O 1 0 positions Curvel PolyCurve Curvel clear Curvel addPoint Point 1 1 1 ggSpline Curvel addPoint Point 2 2 2 ggSpline Curvel addPoint Point 3 3 3 ggSpline Curvel addPoint Point 4 4 4 ggS
204. s modulusOfElasticity 10000 KPa 0 m 20000 KPa 150 m 1 Edit Pile Soil Analysis 2 e Run v Wave load condition Condition Data check only Nonlinear calculation i v Automatic generation of input files C Linear calculation Soil Splice Material coeffs Curve generation Group effects Loads at surface Modulus Of Elasticity 92 Zrelative to seabed 10000 KPa KPa Om m 10000 KPa KPa 100 m m Average Poisson Ratio 9 as Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 104 11 April 2011 Loads at surface Different types of vertical loading may exist at the 14 Edit Pile Soil Analysis soil surface in the vicinity of the pile Such d run Y Wave load concition Condition E loading will influence the vertical stress down Data check only along the pile and hence the lateral resistance Soc Museo al Soil Splice Material coeffs Curve generation Group effects Loads at surface Modulus Of Elasticity Qo Zrelative to seabed 10000 KPa KPa Om m 10000 KPa KPa n 00 m m Average Poisson Ratio 9 as e o Splice Gensod approximately accounts for e Auniform Vertical stress at soil surface e An embankment type loading e Acircular loaded area with the pile at its centre The positions of the different types of surface loads are therefore given relative to a hypothetical average pile Vertical loads are assumed
205. s Point7 Box centre is Points Box extent is 0x 0 2m dy 0 6m and z Im Include all edges in region Boundary condition all degrees of freedom are dependent Sp6 SupportRigidLink Point7 FootprintBox Points Vector3d 0 2 0 6 1 LocalSystem Vector3d 1 m 0 m 0 m Vector3d 0 m 0 m 1 m Sp6 includeAllEdges true Sp6 boundary BoundaryCondition Dependent Dependent Dependent Dependent Dependent Dependent 2 4 3 3 Support Point Purpose Insert a support point graphically by snapping to 1 point Per default the support point will be fixed in all six degrees of freedom To modify these you need to select the support point s and edit the conditions User Manual Vol VI 11 April 2011 4 Insert Support Rigid Link Mame E Boundary conditian af independent paint Independent point I Let x change y and z Fined Free Prescribed Dependent Super Spring m x y 2 _ _ MNN lt 5 lt gt gt W Let rx change ry and rz Fixed Free Mo HM 2 p caama Region of dependent paints Spring stiffness M ri Nm M r Spring stiffness N m N m N m Prescribed Dependent Super Spring f Include all edges in region t Include only support points and curves in region FE Box estent x m A Box extent Y m x Box extent Z o m x LE Local coordinate system orientation LocalSystem Vector3d 1 m 0 m D m Vector
206. s file Use automatic FEM based member generation in Framework This command is not scripted Import beam concepts from results file Create new Framework database Run Framework Use existing database Cancel DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 109 11 April 2011 2 5 1 6 Advanced Results Xtract Purpose Starting the general post processor Xtract File Edit Display Model Set Results Graph Animation Window Help Ye aL PLPEGL Y 2 Lis A e Tug E 2 Lis Contours Model R1 E models E Resutcases Ef ses x Nodes DISPLACEMENT ALL selected Deformed model Display of mesh toggled Command file executed successfully This command is not scripted DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 110 2 5 1 7 Locate FE Purpose Feature allowing you to locate finite element and node numbers based on manual input of numbers or based on criterions for corner angle relative Jacobi determinant edges aspect ratio triangle element type or warping See Section 6 1 5 of User Manual Volume 3 for more details This command is not scripted 2 5 1 8 Presentation Purpose A graphic driven menu on presenting various types of results setting attributes and changing load cases For more details see Section 3 14 of User Manual Volume 1 or Chapter 8 of User Manual Volume 3 This command is not scripted User Manual Vol VI 11 April 2011 4 L
207. s of 2 m The coordinate values are automatically proposed by GeniE Curved filletCurves Curve2 Point 3 m 0 m 0 m Curve3 Point 5 m 1 m 0 m 2 2 4 9 5 Guide Point Dialog Purpose Insert a guide point and specify coordinates manually Create Point This command is scripted Typically Name Point Positions e ee Pointl Point 7 5 m 5 m 0 m 2 4 9 6 Guide Plane Purpose Insert a guide plane graphically by snapping to 4 points Per default the guide plane will receive 4 equal spacing lengths in u and v directions Guide Plane Dialog Poly Curve Dialog Guide Line Dialog g Fillet Curves Dialog This command is scripted Typically Guide Point Dialog Guide Plane Guide Point GuidePlane3 GuidePlane Point 10 m 0 m 0 m Point 10 m 10 m 0 BH Guide Line m Point 10 m 10 m 10 m Point 10 m 0 m 10 m 4 4 I I T 1 1 1 1 r Guide Spline I Poly Curve ja Guide Arc Elliptic n Guide Circle pg Model Curve Fillet Curves DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 72 2 4 9 7 Guide Point Purpose Insert a guide point graphically by snapping to 1 point This command is scripted Typically Point3 Point 2 5 m 0 m 10 m 2 4 9 8 Guide Line Purpose Insert a straight guide line graphically by snapping to 2 points This command is scripted Typically notice that the default value for internal snap points is 3 Curves GuideLine Point 0 m
208. s scripted Typically when inserting Bm6 by s did ile referring to Pointl Point2 and Point3 shown with both reference pr point modelling as well as regular coordinate modelling zat Curved Beam Bm6 CurvedBeam Pointl Point2 Point3 Bm6 CurvedBeam Point 10 m 10 m 10 m Point 10 m 20 m 20 m Point 10 m 10 m 30 m DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 61 11 April 2011 2 4 2 Plate From the insert plate menu you can insert plates and shells using different modelling techniques For more details see Section 3 5 of User Manual Volume 1 and Section 3 3 of User Manual Volume 3 2 4 2 1 Flat Plate Dialog Purpose Insert a plate and specify corner points manually Flat Plate Dialog Sweep Curves Dialog This command is scripted Typically when inserting Pl1 using the E Flat Plate coordinate values as shown to the right 2 SkiniLoft Curves Seen Curse f o Plate Pll Plate Point 0 m 0 m 0 m Point 0 m 10 m 0 m Point 10 m 10 m 0 m Point 10 m 0 m 0 m Name Pf Pl1 Material St 355 rcu Mia PLII Thickness Th 5mm 10m i0m0n 10 m mtm lau E Thickness Th 5mm Material st 355 Cancel Apply 2 4 2 2 Sweep Curves Dialog Purpose To sweep or extrude a curve s along another curve or Flat Plate Dialog vector to form a shell Sweep Curves Dialog E Flat Plate lt P Skin Loft Curves Bep Curve This command is scrip
209. s stress fixed support pa B to E v Gm 2 p Left Right Upper 914 Lower mm amm m MPa MPa ma MPa MPa MPa MPa MPa Cc1 run 2 p aneli 2400 750 14 206000 0 3 235 0 0 0 0 21 2 O Int SS ss SS SS 24 25 26 27 28 29 30 ES M gt M Description Stiffened panel S3 Input Stiffened panels 53 Output Unstiffened plate U3 Input lt Uni 4 il gt 1 Ready Sau 100 E DET NORSKE VERITAS SOFTWARE Version 5 3 User Manual Vol VI 11 April 2011 GeniE 204 4 18 4 4 Start PULS Excel Spreadsheet All loadcases Start PULS Advanced Viewer Current loadcase Start PULS Advanced Viewer All loadcases Start PULS Excel Spreadsheet Current loadcase lo Start PULS Excel Spreadsheet All loadcases Properties le ColorCode Named set View options Visible model Kid ol E RR RulsExcel_Cet run2 xls Compatibility Mode Microsoft Excel TE co X File Home Insert Page Layout Formulas Data Review View a o o E ze Cut 7 4 r mhea Port 2 AutoSum v amp Arial ho AX Wr on Biwrap Text General dd E cmm 73 E T ES d Copy g Fin Paste A BZIU v E mE B sms rad Merge amp Center 9 50 99 Conditional Format Cell Insert Delete Format Sort amp Find amp GV Format Painter gt 2 BM Mero 3 gt Formatting as Table Styles v v T Q2 Clear Filter Select Clipboard x Font a Alignmen
210. same as FilelExport XML File e g XmlExporter DoExport Sem1 xml XmlExporter exportLoads true false XmlExporter DoExport name By using these commands together with commands automatically created during GeniE sessions it is possible to run GeniE from batch mode to do among others e Create structure e Apply loads e Model environment wave current air soil e Perform analysis structural wave and pile soil or export FEM model for later usage in e g a superelement analysis e Specify view settings create and save graphics images
211. se 3 3 1 2 New Wind Profile Purpose To define a new wind profile Notice that Mica there are three ways of describing the wind profile formula WindProfileRelDirl This command is scripted By using a set of unrealistic wind profile parameters a typical script sequence may be Reference height 50 m exponent Te mS Eie I wind velocity 5 m s direction 0 deg and gust factor 2 Direction relative to wave heading Direction relative to x axis Wind profile exponent Average wind velocity m s x m Wind direction deg x E Gust factor Mean period ratio Cancel Apply WindProfileRelDirl WindProfileRelDir 5 50 1 dtRelativeX wpGeneral 0 2 DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 160 11 April 2011 3 3 2 Directions Purpose To define discrete directions or a set of directions TE UME TEES These data can be used later when defining a wave load Analysis diti Ey Capacity con ition s Environment ES ai Properties x Directions New Direction du Location New Direction Set 3 Sail Paste Ey Water M Gy Eau Fields dd Save HTML Report Properties Ff Structure ES Utilities 3 3 2 1 Properties Purpose To define or modify a direction or direction PARA set Direction Base no direction base This command is scripted The scripting depends on which parameters are modified or entered to create a new directio
212. se Import AISC Euronorm Norwegian Standard RATA Libraries or common bulb angle or tee cross sections Pipe Ba Box ISectiom LSection Channel Unsymmetricall General Section Cone Section Library Library E l x Browse Subset Filter This command is scripted The scripting depends on how many profiles that are selected A typical example is given below where one pipe section ODIOI 6X10 has been selected r Sectiontype D EE Name match TR Q Max height diam m OD101_6X10 PipeSection 101 6mm 10mm z m Min height diam m OD101_6X10 description NVS lib 101 6x10 NS EN 10210 10219 Number of sections to be imported Import C All Selected Cancel ly DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 26 11 April 2011 2 1 9 9 Rule Loads XML file Purpose To import loads and boundary conditions as j defined by Nauticus Hull using the CSR rules for bulk ships Import from Rule Loads XML File Look in B Description Commands This command is scripted and a typical example is given below File name IE i tic En amanda Ruleload RuleLoadsImporter ImportRuleLoadsXml Files of type Rule Loads XML Files rl Cancel RuleLoadsImporter DoImport C Location QuterShet gt Qo yourname xml Deck Qe Slicer ud import ML file as s commands o 2 1 9 10 External Results SIN file Purpose To import a
213. sity Factors and replace the materials on all structures All mass density Factors will be deleted Mo DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 114 11 April 2011 2 5 4 Structure The ToolslStructure pulldown menu contains features for cleaning up the geometry punch operations split structural parts and a verification of the structure Geometry Punch of Curve Punch Split VeriPy o 2 5 4 1 Geometry This option gives access to features for simplify topology heal structure and split periodic geometry 2 5 4 1 1 Simplify Topology Purpose Remove un necessary topology lines or points introduced by previous plate plate or plate beam or plate feature edge intersections See also Section 3 3 6 of User Manual Volume 3 Heal Structure Split Periodic Geometry Simplify Topology This command is scripted typically SimplifyTopology 2 5 4 1 2 Heal Structure Purpose Feature for reconnection of bad beam models Model Simplify Topology healing analyses each beam in the model and searches for Vielen candidates that should intersect the beam in question To do this it E is necessary to categorize the beams The healing operation assumes that a beam which beam ends touch the interior of another beam is categorized as less important than the beam it touches For more details see Section 3 6 9 of User Manual Volume 1 Split Periodic Geometry This command is scripted typical
214. sl step 3 generateInput false DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 108 11 April 2011 2 5 1 3 Export FEM Purpose To export an existing finite element model r FEM to a designated area with a user given name Export from 20080916_114729_T1 FEM to new FEM File Save in I Workspaces do tj This command is not scripted You can include the export capability by editing the journal file to typically include FemExporter ExportMeshFem FemExporter DoExport C Location T1 F EM File name Save as type SESAM Interface File FEM 2 5 1 4 Import External Results SIN file F Purpose To import a results file on SIN format There Import External Results SIN file are strict limitations on this functionality See User Manual Volume 4 for documentation This command is scripted and a typical example is given below Sinlmporter ImportResultsSin SinImporter DoImport C Location T1 SIN File name NEN Files of type SIN files sir Cancel Open as read only Frame Code Check 2 5 1 5 Frame Code Check Perform frame cade checks using SESAM Framework based an the Purpose Starting the code check program Framework current FEA analysis results and data transfer of FEM and concept data See Analysis 20080725 105001 Ri1 sin Appendix C of User Manual Volume 4 for more Options when creating new Framework database details w Import loadcase names from result
215. ss and pile diameter SoilDatal peakTipStressDisplDiamRatio 0 05 SoilDatal peakSkinFrictionDisplDiamRatio 0 01 3 3 3 6 New Soil Curves Purpose To define soil curves properties There are three sets of curves to choose between pyAPI1984 pyAPI1987 ny Auto Bilinear i qzAuto Trilinear Notice that the manual option has been disabled qzElastic Theory This command is scripted Typically with relevant data as shown below SoilCurves2 SoilCurves pyAPI1 984 tzAPI1993 qzAPI1993 Create Edit Soil Properties New C Edit existing SoilCurves2 9 P Ycuvetype pyAPi984 oy T Z curve type tzAPI1993 y Q Z curve type azAPI1993 Manual P Y Manual T Z Manual Q Z Adjust P Y Adjust T Z Adjust QZ coca ay DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 164 11 April 2011 3 3 4 Water Purpose To define water properties that can be used when 9 UME defining a condition The water properties may also be defined seed from the input dialogue for a condition the water properties 3 Environment Properties will be found under the subfolder Water E cdi Directions New Frequency Set FE Location New Phase Set C Soil Wave Height a water New Regular Wave Set quipment E3 Properties Paste Ey Structure Fields ES Utilities Save HTML Report 3 3 4 1 Properties Purpose To define or modify water prope
216. ssAndDamping calculateAddedMass true Analysisl step 2 addedMassAndDamping calculateDamping true Analysisl step 2 addedMassAndDamping includeInternalWater true Analysis1 step 2 addedMassAndDamping useCm true DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 95 11 April 2011 Rules It is possible to compute the wave loads in accordance with the API rules The default is user definition of the wave load computations i e no API rules The Include Doppler effect involves that the yh Doppler effect may be accounted for by na prisa Wave load condition Cond on using apparent wave API 2 3 1b1 e Load calculation C Added mass and damping only Data check only Y Automatic generation of input files Q Include effect of wake encounter involves that the effect of wake encounter may be Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options included There are two options Vertical The dependency of wake encounter will be applied to all members within 15 9 degrees of the vertical API 2 3 1b7 as Qo specified by API Orbital plane The dependency of wake encounter will be applied to all members within 15 degrees of the orbital plane of the wave kinematics r Maximum angle deg ial 9 If a maximum angle is given this value will substitute 15 degrees The effect of wake encounter may be adjusted for current AP
217. stra Reduction Mot Started 1 3 3 Splice Mot Started 1 3 4 Sestra Retracking Mot Started R 1 4 Load Results Mot Started A Edit activity s S ES S S ES S S ES S s DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 102 11 April 2011 2 5 1 2 4 1 Nonlinear calculation To run a pile soil analysis in GeniE by use of 14 Edit Pile Soil Analysis Splice including Gensod requires that special TP geotechnical data 1s given for the soil material soil curves group effects and how to handle loads at the soil surface In addition number of iterations and convergence criteria must be specified for the Wave load condition Condition v Data check only Linear calculation Nonlinear calculation E i v Automatic generation of input files Material coeffs Curve generation Group effects Loads at surface non linear pile soil analysis performed in Splice TUUM EE In addition there are other properties for the piles LE cl and the soil that need to be defined see pile eae e OOOO on Skin Friction characteristics as defined in e g Sections 2 2 6 1 and 2 4 1 4 as well as soil definitions from the browser menu Environment on Pile Tip Resistance Cancel Apply Material coefficients Material coefficients can be seen as safety factors used to modify the soil properties without changing the actual values The actual values are divided by the coefficients meanin
218. t semi C semi2 7104 test S Tuti Tuts CjTut8 plate J File name Files of type acis SAT files sat Cancel Open as read only DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 25 2 1 9 6 Intergraph PDS SDNF file Purpose Import geometry and create concept model r User Manual Vol VI 11 April 2011 Import from Intergraph PDS SDNF File Look in Co GeniE mte E3 IO 26meshcontrol 451724 451728 Qaaaa I argo Hold Model complete 5 Aries O Chedid C chedid2 O COPYFRAME Umen Description Commands O dnv test 1 This command is not scripted 59999 5 Jacket Mesh G model_1 Module O segft 5 semi semiz 7104 test Tutt Tuts plate faof tuts E gt File name Files of type SDNF Files sdn Cancel Open as read only 2 1 9 7 Purpose Import geometry and create concept model CadCentre PDMS SDNF file r Import from CadCentre PDMS SDNF File Look in GeniE E ct E3 O 26meshcontrol 5 00999 O Tute_plate 451724 5 Jacket 451728 5 Mesh Cjaaaa model 1 Cargo Hold Model complete Module aries O segft C3 Chedid 5 semi 5 chedid2 semiz C COPYFRAME 7104 Description Commands test dnv_test_1 Tuti C Fagf Tuts This command is not scripted gt Files of type SDNF Files sdn Cancel Open as read only File name 2 1 9 8 Section Library Purpo
219. t v x Current profile wind profile Direction set EC Frequency set Order Fill selected Fill equal components Specify value Qe Period Height Phase Direction Current profile Wind profile Wave model Order can ral 5 CA 7 a Ho Location E Cancel Apply This command is scripted The example below shows the script commands where the wave set WavesSetl period 15 sec wave height 5m direction 0 deg and phase angle 0 deg and the current profile CurrentProfilel with varying current from 1 m s to 0 1 m s between elevation 10m above sea level down to sea bottom at 100m are used In addition the wave model is set to Stokes 5 Typically WaveSetl RegularWaveSet WaveSetl heightType rwsHeight WaveSetl add RegularWave 0 5 WavePeriod 15 0 CurrentProfilel Elevations Array 10 0 50 100 CurrentProfilel Directions Array 0 0 0 0 1 m s at 10m and Om 0 5 m s at SOm 0 0 m s at 100m CurrentProfilel Velocities Array 1 1 0 5 0 CurrentProfilel CurrentProfileRelDir CurrentProfilel Elevations CurrentProfilel Directions CurrentProfilel_Velocities dtRelativeHeading Condition DeterministicTime Locationl Conditionl waterSurface regularWaveSet WaveSetl Conditionl populate Conditionl component I water current CurrentProfilel Conditionl component l waterSurface waveModel Stokes5 DET NORSKE VERITAS SOFTWARE GeniE User Man
220. t P Number P Styles Cells Editing H ba PULS 2 0 Unstiffened panel U3 input DNV lolon oon iw ma Clear input sheet Import unstiffened panels from Define corrugated panel Calculate and export panels to Calculate panel s Allowable usage factor Delete old results Save old results Row byrow Ultimate capacity nuc Combinations of input Buckling strength nas Please see comment boxes cells marked with red triangles for further explanation of features input A panel illustration is found in the description sheet Identification Modulus of Poisson s Yield st of panel plate plate thickness mm m mm PP 206000 0 3 235 206000 0 3 235 206000 0 3 235 750 14 750 14 750 14 2400 2400 2400 Cc1 run 2 panel Cc1 run 2 panel Cc1 run 2 panel M M Description Stiffened panel 53 Input Stiffened panels 53 Output Ready Transversal Transversal Shear Pressure In plane Rotational support fixed support p Left Right Upper Lower MPa MNmm MNmm MNmm MNmm O Int SS SS SS SS O Int SS SS SS SS O Int SS ss SS SS MPa MPa MPa 31 3 55 2 8 0 0 8 0 0 21 2 Unstiffened plate U3 Input DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 205 11 April 2011 5 SHORT COMMANDS AND WINDOWS COMPLIANCE GeniE comes with a number of short commands utilising e g ALT CTRL and keys F1 F10 like in other Windows ap
221. ted Typically when inserting PI2 by sweeping Curve2 50 m in x direction PI2 SweepCurve Curve2 Vector3d 50m 0m 0m hy e Curves to sweep from selection Curve Sweep curves along Curve Vector 50m m m caca ao DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 62 11 April 2011 2 4 2 3 Flat Plate Purpose Insert a plate graphically by snapping to 4 points or more Flat Plate Dialog A triangular plate is made when 1 and 4 snap point is the same im Sweep Curves Dialog peee OOOO a Skin LoFt Curves weep Curve This command is scripted Typically when inserting PI3 that has 5 corners notice that 1 and 6 snap point must be the same remember to use the tool bar Snap Point Loop PI3 Plate Point 10 m 0 m 50 m Point 10 m 8 75 m 50 m Point 8 75 m 10 m 50 m Point 3 75 m 7 5 m 50 m Point 3 75 m 0 m 50 m 2 4 2 4 Skin Loft Curves Purpose To use a skin operation in between two curves or more It is also possible to include existing shells or plates to guide the shell surface tangent this 1s called lofting Flat Plate Dialog EL Sweep Curves Dialog S Flat Plate This command is scripted Typically when defining Pl4 from a skin I skin Loft Curves operation between Curvel Curve2 and Curve3 ae Sweep Curve Pl4 SkinCurves Array Curve2 Curve3 Curve4 Similarly when using plate PI2 as guidance to control the initial su
222. ti re e ela acea uti eec ee ecu e e eut ect ue uu e eraat rt sumen 189 dI BIE CUNY PE AIR I2 YE tede tute ted sc tii deett dade efti duit sepa obe ae Me aor ecce olde feum 189 dI OBIECT EYPE SEADBE DU nested eoo dette andrade ida l nea 189 DUIS OBIECTTYDESOIFPI A VES on tue eerie mT ay Pte PnP het ttum e uta iru et aM uf S E ADEL ear aye rem om 190 A VS OBIECT TYPE SOLE B ORDERS raid 190 AO OBIECT IT YPE MES IQ rene en eee nee Dect REAL cen ttd dolest didt erattu icf ndi co e tese tul AT cte aS ol eI 190 d IY OBIBECT LYPEDEAM CAPACITY MEMBER ornato edi ettet e ecu rue e eda etta reu etr esa eb ttn 191 4 17 1 RELOS cecus ME ccc er EM o eee 191 4 17 2 Capacity Member PODES da Go tato erst hax cu ten dau m oo heut dual maa ex des MU LE 192 4 17 3 Capacity Membr Labels ai Stet Ed piti uu ttt ae ea ie ele ce bee de eee ha I kal 192 ZI ol Buckhne TAC CON soto II reno eet road Peru res uid EA ERE titi acerca I read ie ie 193 AP AO A RAN DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 7 11 April 2011 207 99 0s 16 Os Isl one ene lat ne Serevent ree een orem oer Te tad tido eins 193 Zug E AAG seh eens et itu tubic eoo Quoi Ond tateran io 194 A E STE 194 MNA T a Sl Cs bol Ee ERUDITI LU SU ILI UT II IL 195 4 17 4 Capacity Member COTO C OUO casu e tes x eee e x ese ote diede au e aseo d put de tud ee une 195 A E OBJECT TYPE PLATE CAPACITY PANEL C
223. tr bao eu ER AS RR aba ASIA EA EEES a aw Fh RAN AE 139 STA Mx IBS SIDES c m 140 05 9 2 ASE ERED 20059 ta SS vetet bees cto dave bs vean bees vetito tos T eats sa cata d 141 A O AS 142 SR NS EE CAS DIU LETT c 143 SAP i ME SIRE rv VVP 144 SR NS 6 ME GI GI RR EIE 145 SPA XM EN GR HAM Eo NERO 146 SA ose Danish Standard DS 4124 D 449 ins teg be US AE ERE nien P A AE OEE AAA MERE ud 147 24244 3 9 EURO CO dE EN 19935 D 1 20059 AA AA ubi debe Mee EUR evi Sube Fe MOERS 147 S d S LO ESO DIO 20 acne ated cedet hrs tette dde IAN ba edet tbc cea a aa Fato ii 148 Sw SIUE NOR SO RN DOE OOA ESA bbc eir CES Eel brutes he eu BERI Fu d ER MB E RP MR PRORA Cd 149 3 2 4 4 TO DM cS ne tent tert Ea stn sg us in Reps tds deo o iaa c net Sie lid tsm p ut Soh Sirens sa m um EDU Aud 150 SU EE LN RSSILS PVV IQ 150 SUA NDS MEME A prr 151 SAT P SA O n 151 SR mu MM OE 20 OT ties AS AS AS RS AE A ARA RN ASE AS A AA od 152 odd NOR S OR IN OA 2 DUE A ao d 152 O NU SU TETTE 153 SN 6 Code 8 776 SITIO 153 o7 Generate Code CHECK LoS iia EE HEISE ONE AAA AS 153 52 Lecue Code ENCON A AA AA dd d
224. tted files ASCII Unformatted files binary Q Specify first loadcase number This command is scripted By selecting unformatted files and start of first wave load case number to 45 typically Analysisl step 2 output loadsInterfaceFile formatted false Analysis step 2 output loadsInterfaceFile load CaseNumbering true Analysisl step 2 output loadsInterfaceFile firstLoadCaseNumber 45 Special options Under the Special options tab you can t Edit Wave Load Run eliminate structural parts from the wave load D an fratan e Wave bad conn Ero s analysis You can also add additional still water levels Load calculation Added mass and damping only Data check only Y Automatic generation of input files Q An Eliminated structure set may be selected Deterministic seastates Added mass and damping Rules Buoyancy Morison Output Special options from named sets and this part of the structure r 9 is eliminated from hydrodynamic load calculations Exclude eccentricities in calculations will disregard any eccentricities of the beams If M Eliminated structure 9 you choose this option the beam length will in most cases be increased node to node As such this is not the default option Exclude eccentricities in calculations Additional still water level 92 Stillwater level m The Additional still water level you can add additional still water l
225. ual Vol VI Version 5 3 87 11 April 2011 2 5 The Tools pulldown menu The Tools pulldown menu contains commands to create a mesh execute analysis look at results import equipment lists create new material based Analysis on mass scaling clean up and divide of geometry find length and angles and Equipment customize names and picture generation Properties Each of these commands is listed in the following with a typical script aoe nee command Dimension Customize Create Mesh Alt M 2 5 1 Tools Analysis Activity Monitor Alt D Export FEM File Run your analysis view results export or import Sesam neutral files perform code checking using previous code checking standards as part of Framework locate finite elements and results Frame Code Check Framework presentations Advanced Results Xtract Import External Results SIN file Locate FE Presentation Alt P Beam Result Diagrams Alt G Show Analysis and Results 2 5 1 1 Create Mesh Purpose Create a finite element mesh and produce a FEM file Activity Monitor Export FEM File This command is not scripted You may edit the journal file Import External Results SIN file and include CreateMesh Frame Code Check Locate FE Presentation Beam Force Stress Diagram Show Analvsis and Results DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 88 11 April 2011 2 5 1 2 Activity Monitor P
226. uckling modification 2 Loadcsses General Member AISC Ccl run 1 memberOptions TorsionalBucklingFactor 2 cou ou ve Buckling length Member Length m Effective length Factor i Moment amplification about z axis v u z symmetry Buckling length m Effective length Factar Moment amplification Axial compression and bending o f Max Bending Moment Bending Moment Option f Local Bending Moment Stiffener Spacing Y None M m Lateral torsional n e buckling modification id Effective length Factor i for torsional buckling Length between lateral supports Tap flange None m Bottom Flange None m L section specific Dy Chapter E5 t Methoda Method b Connected to Longleg Short leg DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 141 11 April 2011 3 2 4 3 2 AISC LRFD 2005 4 Create Code Check Run Purpose To define global and member specific code checking factors according to AISC LRFD 2005 esec deneme ES Code Check ARMA Include iw Members Memb This command is scripted typically when using length eme General Member between lateral supports equal to 1m and 2m for top about y axis We and bottom flange respectively MER MemberLengh alla Effective length factor Moment amplification T Ccl run 1 memberOptions ee gt cet topFlangeLSupportSpacing 1 rar m Effective length factor Ccl run 1 memberOptions
227. ule Can length max d canFac canMin Stub length max d stubFac stubMin cank ac 0 25 stubF ac canMin 0 3 m m stubMin D 6 m m Chord alignment tolerance 5 deg deg m Attempth to copy reinforcements when copying joint Gap Cone Minimum gap 0 0503 m m length L2 rz r1 ratio Gap tolerance 0 001 m m ratio 1 IE ratio tan anale Plane tolerance 1 deg deg angle 3 462322208 de deg eee 10 deg deg mowe lirit Conical Section Automatic Iterations 2 Flush braces ta surface of chord DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 49 User Manual Vol VI 11 April 2011 Chord alignment tolerance 3 deg stubFac 09 and stubMin 0 Sm Iterations 3 GenieRules JointDesign iterations 3 Flush braces to surface of chord 2 2 7 3 Tolerances Purpose Set tolerances when working with tolerant modelling This command is scripted Typically when modifying the point tolerance to 0 05 m and angular tolerance to 3 degrees GenieRules Tolerances pointTolerance 0 05 GenieRules Tolerances angleTolerance 3 deg 2 2 7 4 Connected move Purpose Rules for connected move of beams This command is scripted Typically when setting connected move as default and including all structural points in calculation GenieRules ConnectedMove defaultConnected true GenieRules ConnectedMove useStructuralPoints true Tolerances Rule Iw Use tolerant modelling P
228. ure Save HTML Report Utilities 3 3 3 1 Properties Purpose To define or modify soil properties liil Properties Sol Soil Properties Seabed Detta Description This command is scripted The scripting depends on none no soil which parameters are modified or entered to create a new soil property see below ted am 3 3 3 New Sand Purpose To define sand properties 14 Create Edit Soi This command is scripted Typically angle 40 deg mass 1 99 tonne m over consolidation ratio 1 New Edit existing Soild friction ratio I and t z curve z displacement Im m The angle of intemal friction deg x Sandl ocRatio 1 5 mass density that corresponds D ftonne m 3 to the total unit weight Sandl frictionRatio 1 ease Sandl roTotal 1 99 tonne m 3 B Over consolidation Ratio Sandl phi 40 deg Emm Sand l zDisplacement 0 99 m residual peak skin friction ratio T curve z displacement from peak to residual skin friction Cancel Apply DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 162 11 April 2011 3 3 3 3 New Clay Purpose To define clay properties p Li Create Edit Soil This command is scripted Typically with relevant data as shown below New Edit existing Soil Clay3 ocRatio 1 0 Undrained Shear Strength Clay3 frictionRatio 1 0 E idend ome a Clay3 zDisplacement 1 0 m am Pal z2 foom im Clay3 roTotal 1 94 tonne m 3 Cla
229. urface Load Prescribed Displacement Line Temperature Insert Point Load in LC1 WM pi E Name PLoadt Forces and Moments Local coordinate sustem Fx U M PLoadl PointLoad LCl Point 4 m 5 m 10 m 100 kN 200 KN 300 kN 1000 kN m 2000 kN m 3000 kN m 2 4 12 2 Line Load Purpose Define a constant or linearly varying line load between two points along a beam This load can only be applied along a beam to give effect The load may be independent or dependent of the structure To make the line load independent of the beam the load intensities relate to two end points In this case the line load does not follow when moving or copying the beam Footprints This command is scripted Typically for a linear variation in z direction Intensities LLoadl LineLoad LC1 FootprintLine Point 4 m 0 m 10 m Point 12 m 0 m 10 m ComponentldLinear Vector3d 0 kN m 0 kN m 300 kN m Vector3d 0 kN m 0 kN m 100 kN m Fy ON Fz ON fel 0 N m fu 0 Hm M m fz1 0 M m N Mx 0 M m N m N My O Hem N m N Mz 0 M m Nom t Create Line Load Mame LLoad Linear varying load M ri fa M m fuz M m fee M m M m Local coordinate system Close Apply DET NORSKE VERITAS SOFTWARE GeniE Version 5 3 79 To make the line load dependent of the beam the load intensities relate to a beam s end positions I
230. urpose To select one of the predefined processes for executing a linear structural analysis with or without wave loads pile and soil The analysis programs Sestra Wajac and Splice are used by GeniE to solve the analyses these programs mire require a separate license key to run a E t Create Linear Static Analysis E Each of the processes 1s pre defined but it is possible to edit M and keep the settings for later use within the same workspace Wave Load Activity Iw Linear Structural Analysis Pile Soil Analysis fe Static t Eigenvalue This command is scripted Typically Analysis Analysis true Analysis 1 add MeshActivity Analysis1 add LinearAnalysis Analysisl add LoadResultsActivity Cancel 2 5 1 2 1 Linear structural analysis static 4 Activity Monitor Purpose To execute and control input data for Y a static linear structural analysis For more details see Section 3 13 of User Manual BC Volume 1 and Chapter 7 of User Manual T Activity Duration Status Generate Input Volume 3 9 5 1 Analysis Analysis Os Not Started Mi 1 1 Meshing Always Regen Os Not Started 4 1 1 1 Delete loads Os Mot Started A 1 1 2 Generate loads Os Mot Started zi us A 1 1 3 Delete mesh Os Mot Started Provided you tick off for Journal activity 4 1 1 4 Generate mesh Os Mot Started executions this command is scripted AEE 1 2 Linear Structural Analys Os Mot Started 1 3 Load Resu
231. us emu tete ts ute et E E Lead ec euni aM tea meats i eMe at 64 2 4 3 1 Support Lom Dial Sc Usus aiat ed nit sac ear gt SCENA ELI JEU 64 2 4 3 2 Redi riri DAO m RN 65 2 4 3 3 SUPPONE e er cu ut cea Reeser nt t nd cH Ao e 65 2 4 3 4 SUPPO Gira T ee TRE 66 Ar EU OY 66 2 4 4 1 Tomt DIal 9 seo A A 66 2 4 4 2 A c 66 2 4 4 3 Generate OM m MR A A C M r S 67 Z4 JM S techie Ath itta ors T E E AEE A A O adest uode o eto A do etat 67 2 4 5 1 MS TG lt AAA A ER o A ico tous eto o Ed cU 67 2 4 5 2 Gre Oe BOR POIDS ios 67 ZO COMPATIIMENT MONG GET a 66 Zu COUPE OA stoked ee dottore edt UD oed de ds 66 DAs E EDO CEM TTC A A A E OP 66 pr MES CUIR EID I TERR m 69 2 4 9 Guido plane Bie Gy oot merece ene neuter oes bid datio morbi Derbi co 69 2 4 9 2 PO A A A a ic NN teda lt 70 2 4 9 3 Guido me BICIS ANTRO UM PRENSA 70 2 4 9 4 PESCE C Utve STILO 2 oeom iip doeet E E oat cM ca MODE E EIL Leo LIP DILE S 71 2 4 9 5 Guido Pol id BE fa career oma tenremtenttrn teeter mtree Tete o tet io 71 2 4 9 6 Side PIAfle uoo ra qupd at ar evr tr EILEEN ME LIUM E RIP LIUM RU 71 2 4 9 7 TS A cataract A O 12 2 4 9 8 Sud E o e E NE dicam enin E DIN MEME MM DEMEURE E rin EUR LEM eerie Or OMM T2 2 4 9 9 OUI DITBIE eeeeemea mos eiatent
232. ve SupportPoint Represent a Support Point Function Detail Beam The Function Detail now BasicBeam Beam Point p1 Point p2 OverlapPolicy overlapPolicy documents the command itself Create a straight Beam and practical examples Parameters pi End 1 of the Beam p2 End 2 of the Beam overlapPolicy Specifies how this beam is to be inserted into the model Example Create a beam that is allowed to overlap existing beams bi Beam Point 0 0 0 Point 1 0 0 geAllowOverlap Create a beam that will reomve portions of existing beams in order to make room for itself b2 Beam bl endi Point 2 2 0 geEnforceThis Overview Class Hierarchy Genie D3 0 10 25 Oct 2004 BasicBeam You may look at further details belonging to the BasicBeam When scrolling down the rue Function Summary the additional t Namedobj ect commands ore features are t Transformable y listed BasicConcept BasicBeam Class hierarchy Direct Known Subclasses CurvedBeam Pile StraiqhtBeam Function Summary BasicBeam divideAt double parameter Divide beam af parameter value and return the second half of the beam divideSe ntAt int iseg double parameter Divide beam segment at parameter value explode NameMask nameMask Split structure info smaller parts extendEnd long iend Lenqth extension Extend or shorten beam at end 1 or 2 along direction of beam Haterial getSeqmentMaterial int
233. ve Height Function WaveHeightFunction Array 5 s 7 s 9 s Array 10 m 12 m 11 m o Wave Height T 0 02 04 06 08 1 Wave Period T Cancel Apply 3 3 4 5 2New Wave Height Surface Purpose To specify the wave heights as a function of wave heading and period Create Edit Wave Height Wave Height Function Wave Height Surface Wave Height Set Name WaveHeightSurface1 First wave period 2s s Wave period step fis s Number of wave periods 20 First wave heading 180 deg Wave heading step 30 deg coca my DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 167 11 April 2011 This command is scripted Typically when using the input HE Create Edit Wave Height arameters as shown to the right P 8 Wave Height Function Wave Height Surface Wave Height Set gt Mame WaveHeightSurface WaveHeightSurfacel WaveHeightSurface 2s 1s 2 0 30 3 First wave period 2s e Hei 1 2 Wave period step ts El WaveHeightSurfacel set 2 s 0 deg 5 m i WaveHeightSurfacel set 2 s 30 deg 6 m First wave heading fo deal WaveHeightSurfacel set 2 s 60 deg 7 m TIE CNN a E sal Number of wave headings 3 WaveHeightSurfacel set 3 s 0 deg 10 m O WaveHeightSurfacel set 3 s 30 deg 11 m Periotieadi Odeg 30deg G0deg ps js5m jem tm WaveHeightSurfacel set 3 s 60 deg 12 m ra im rims ee coca ho 3 3 4 5 3New Wave Height Set Purpose To define a s
234. vity caos mu Analysisl step 3 nonlinearAnalysis false DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 106 11 April 2011 It is required to specify the pile boundary conditions to Fixed from the mesh activity L Mesh activity Meshing Rules Iv Export beams as members This command is scripted Typically Iv Smart load combinations m Override Global Superelement Data Analysisl step 1 pileBoundaryCondition pmFixed Top Superelement Type Superelement Type Set Mesh Priority Mesh Subset File boundary condition Maa Fired File Soil Interaction h 2 5 1 2 4 3 Data check only The data check only option will run the Gensod activity but only check the input y n data for the Splice analysis B Pur A amp nalusis1 step 3 Wave load condition Condition L Edit Pile Soil Analysis Linear calculation e Nonlinear calculation Automatic generation of input files This command is scripted Typically Sol Spice Analysisl step 3 data CheckOnly true Material caeffs Curve generation Group effects Loads at surface Material coefficients on Tan phi ge on Shear Strength y o on Skin Friction Ww on Pile Tip Resistance E y caca mo DET NORSKE VERITAS SOFTWARE Version 5 3 2 5 1 2 4 4 Geni E 107 User Manual Vol VI 11 April 2011 Automatic generation of input files The default option
235. w 3D view but no thickness Display beams in solid view 3D view including thickness Default display y Display Select the current display configuration There are 10 system configuration configurations Additional display configurations can be made from ViewlOptions DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 124 11 April 2011 2 9 The Loadcase toolbar BENT wx no loadcase E Default loadcase Set loadcase to current and display current loadcase selection 2 10 The Labels toolbar Name Label Labels selected object Coordinates Diagram value Material Name Section Thickness DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 125 11 April 2011 2 11 The Object Types toolbar BENNETT x carl A kl L Straight beam Insert a straight beam between two snap points Wr Straight overlapping Insert overlapping beams between two snap points beam Insert a pile between an elevation and snap point along a beam axis Insert a curved beam between three or more snap points Flat plate Insert a plan plate between four or more snap points Skin loft curves Skinning Insert a curved shell between two or more curved lines il 4 Lofting 1s a variant of skinning involving both shells and curves to control the shape of the new surface to be created Curve net Insert a curved shell interpolating two or more arrays of N and M Interpolation curved lines which fo
236. y Panel Options Correction Factor Fl Sniped Panel Net Thickness Minimum Idealised Panel m Panel Length a From idealised Panel m Panel width b From Idealised Panel vw ml S ubpanel Length a TwoB m Rotation Boundary for Panel Buckling Top Simply Supported Left Simply Supported Right Simply Supported Bottom Simply Supported caca tu DET NORSKE VERITAS SOFTWARE Version 5 3 3 2 4 3 7 CSR Tank User Manual Vol VI 11 April 2011 Purpose To define global and panel specific code checking factors according to CSR Tank Note that CSR Tank categorizes the panels into two groups stiffened or unstiffened You can also force panels to be treated as stiffened or unstiffened This command is scripted typically Ccl AddRun CSRTankRun Ccl run 1 panelOptions unstiffened idealizedLength 1 Create Code Check Run Capacity Manager cer Code Check PISE SR v Include iv Panels Loadcases General Panel CSR Tank Panel Type From Structure y 9 UNSTIFFENED STIFFENED Geometry Length From Idealized Shape X m j From Idealized Shape v m Average From Structure v m Continuous v Number of Primary From Structure v Number of Secondary o Boundary Conditions In plane Support Integrated y Loads V Indude Lateral Pressure Adjust Stress Stress Scaling Factor sigmax 0
237. y update beam lines grid when selection changes wu Update grid from selection Load Case Envelope Component Hotspot Comb 1 7 tauNxz AbsMax 7 Comb 1 cT sgwey AbsMax Comb 1 Nc T AbsMax Comb 1 My T AbsMax Comb 1 oz AbsMax 4 mE EO Ec Ee Ee Ee EG Ec Ee Ee Ee Ee Ee EE Comb 1 o c tuee z AbsMax gt Combi liune AbsMax Combi taut z AbsMax Comba cese z AbsMax Combi lia AbsMax I Combi AbsMax Combi cese AbsMax l Combi taune zl AbsMax Combi tune z AbsMax iz Comb 1 taula AbsMax 7 al Combi taue AbsMax l tauNxz x AbsMax Comb 1 2 5 1 10 Show Analysis and Results Purpose Feature to import existing analysis results in case Load analysis model you choose not to load the results when opening a workspace The picture to the right shows the pop up menu Dear ERE NONSE eT when you open an existing workspace In case you answer ll ee no you can load the finite element mesh and the analysis results by the use of the command ToolslAnalysislShow Analysis and Results Do not ask this question in the future use my reply as default This command is not scripted DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 112 11 April 2011 2 5 2 Equipment From the ToolslEquipment menu you can import weight lists 2 5 2 1 Import We
238. y3 apiJFactor 0 5 maane Reem Clay3 epsc 0 01 PM half of max stress Clay3 shearStrengthValues 200 KPa 0 m 100 iii KPa 100 m Gensod Code for open gap Over consolidation Ratio Friction residual peak skin friction ratio T Z curve z displacement from peak ta residual skin friction 3 3 3 4 New Scour Purpose To define scour properties td Create Edit Seabed delta This command is scripted Typically with relevant data as shown below New Edtexsing Scor2 Scourl localSlope 20 deg General scour 2 O Maz Scourl localScour 1 0 m Sc 0 D Side slope of local scour holes a deg x Cancel Apply Scourl generalScour 0 5 m DET NORSKE VERITAS SOFTWARE GeniE User Manual Vol VI Version 5 3 163 11 April 2011 3 3 3 5 New Soil Data HE Create Edit Soil Properties Purpose To define soil data properties Soil Data Soil curves This command is scripted Typically New Editexisting SoiData SoilDatal peakSkinFrictionTension 3 O MEO RE KPa Soil poisson ratio Jr Peak skin friction T Constant SoilDatal peakSkinFrictionCompression RM QUE re 5 KPa vad x Pal x aj mm x SoilDatal soilShearModulus 1 KPa Pa x Pal x z m x Ratio between displacement to reach SoilDatal poissonRatio 0 5 peak skin friction and pile diameter SoilDatal peakTipStress 0 KPa Tip resistance Peak tip stress Ratio between displacement to reach peak tip stre

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