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ECTS Information Package - Ingenieros de Caminos, Canales y

1. Z u ecturers Roo Al AT AI A1 A1 02 A1 03 A1 04 A14 A1 09 A1 10 A1 1 oa re rer opimo o KE ea s 11 1 Second Floor E T S de Ingenieros de Caminos Canales y Puertos Campus de Elvifia 15192 La Corufia Spain Tel 981 167000 Fax 981 167170 E mail secdire iccp udc es Webpage http www udc es caminos DIRECTOR Head of the Department Miguel Rodriguez Bugarin Tel 981 167000 EXT 1439 bugarin iccp udc es ECTS Coordinator Pablo Rodrfguez Vellando Fern ndez Carvajal Tel 981 167000 EXT 1412 vellando Qiccp udc es 10 2 2 STAFF The Escuela T cnica Superior de Ingenieros de Caminos Canales y Puertos de La Corufia has a workforce which includes the lecturers assigned to the degree of Ingenieria de Caminos Canales y Puertos and the administration and services personnel assigned to the School itself On continuation is presented a relation of the personnel of the School grouped according to their field of activity or work group 2 2 1 Academic Staff The lecturers in the Escuela T cnica Superior de Ingenieros de Caminos Canales y Puertos are grouped in Departamentos Within each department there are lecturers grouped together in accordance with the affinity of their lecturing and research topics CU Catedr tico de Universidad University Professor TU Profesor Titular de Universidad Full University Lecturer TUI Profesor Titular de Universidad Interino Temp
2. 12 13 14 15 INTRODUCTION TO THE CONCEPT OF URBAN SERVICES AND THE PLANNING OF THE URBANIZATION THE URBAN ROAD NETWORK THE DEFINITION OF THE STREET IN GROUND PLAN AND ELEVATION THE DEFINITION OF THE STREET IN SECTION THE DEFINITION OF THE ROAD INTERSECTIONS THE TECHNIQUES OF PLANNING OUTDOOR SPACE THE PLANNING OF SQUARES AVENUES AND URBAN FRINGES THE STREET PAVEMENT THE PEDESTRIAN AREAS PAVEMENT COMPLEMENTARY URBAN ELEMENTS DRAINS AND SEWAGE NETWORKS ELECTRICAL AND LIGHTING NETWORKS OTHER URBAN SERVICES AND THEIR COORDINATION DRAWING UP THE PLANNING OF URBANIZATION MANAGEMENT OF URBAN SERVICES 141 Expert Systems DEPARTMENT Computation LECTURER IN CHARGE Vicente Moret Bonillo OTHER LECTURERS YEAR 5 TYPE Four month Option CREDITS 4 hours per week 6 CC 4 EC Aims To know comprehend and apply the constructive methods of non deterministic programming To know the basic aspects of the artificial intelligence and of the engineering of knowledge Apply the concepts in interesting cases for civil engineering Teaching Organization The teaching activity is based on theoretical lessons during four hours per week where problems are solved During the course specific course works are proposed and also a specific topic which is to be conceptualized formalized elicited and operationalized in order to design and develop a small expert system in the field of civil engine
3. Hildebrand F B Mc Graw Hill New York 1974 Introduction to Numerical Analysis Stoer J y Burlisch R Springer Verlag New York 1980 Analysis of Numerical Methods Isaacson E y Keller H B John Wiley V amp Sons New York 1966 Numerical Recipes The Art of Scientific Computing Press W H Flannery B P Teukolsky S A y Vetterling W T Cambridge University Press Cambridge 1986 Assessment In order to pass the course it is required to submit the programme coursework Two assessment examinations in February and June and two final exams in June and September are held In order to pass the course it is required to obtain a minimum mark in each partial exam The mark of the programme coursework and the exercises proposed during the course are taken into account Personal Tutorials During working hours In the period of examinations a specific schedule is posted Additional Information Solid knowledge in FORTRAN language and VMS operative system at a user level is required It is recommended to take this course simultaneously with Calculus III 58 Syllabus 1 10 GENERAL CONCEPTS Historical development of the Numerical Calculus Main notions Numerical Methods in Civil Engineering NUMBER AND ALGORITHM Concept of number and numeration basis Data storage in computers types of variable accuracy and round off Direct algorithms computing time Iterative algorithms convergence ord
4. MOPT e Pavement Analysis and Design Yang H Huang e Proyecto y Construcci n de Carreteras G Jeuffroy e Planificaci n y dise o de aeropuertos Robert Horonjeff e Magazines CEDEX and Carreteras Assessment The assessment of the subject is carried out by means of a final exam and the participation in the lectures The submitting of the set practices is also taken into account Personal Tutorials Lecturers fix the personal tutorials weekly in mutual agreement with the students Additional Information Basic knowledge of construction materials traffic engineering as well as road design is assumed 169 Syllabus 1 AMPLIFICATION OF LAYOUT OF ROADS The design of the cross section The design and layout of junctions General concepts Intersections Roundabouts Links Urban roads SIGNALING OF ROADS Horizontal and vertical signaling Laying down beacons Defense elements Director signaling plans STRUCTURAL ANALYSIS OF ROAD SURFACES Empirical methods Analytic methods CONSERVATION OF ROADS Current state of the technique Inventory of roads Conservation of the levels and drainage Conservation of road surfaces Conservation of structures Future tendencies ROAD LEGISLATION AIRPORTS Airport systems Road surfaces in airports Layout of runways lanes and platforms 170 Water Resources and Hydraulic Planning DEPARTMENT Construction Technology LECTURER
5. R E Goodman Wiley 1989 e Stereographic projection techniques P R Leyshon and R J Lisle Butterworth 1996 Assessment Evaluation will be based on tests covering the knowledge acquired on the discipline both in theoretical and practical aspects In the final marks active participation in the lectures and field sessions will be taken into account report related to the subjects of the course could be asked for Personal Tutorials To be convened with the lecturer Additional Information It is necessary to be familiar with concepts of geology and geotechnics given as a part of the courses Geology and Introduction to Geotechnical Engineering and Geotechnical Engineering II 163 Syllabus 1 10 INTRODUCTION Presentation Geological risk Risk hypotheses Risk classification Geological risk assessment in Spain DESCRIPTION OF THE STRUCTURAL DOMAIN Basic petrology Elemental tectonics The concepts of rock massif and rock matrix Anisotropy in rock massifs Elemental topics on micro tectonics Field work methodology The analysis of rock massifs Geological data collection Sampling and sample representativity GRAPHICAL REPRESENTATION OF DISCONTINUITIES Stereographic projection Polar projection Stereonets Poles and stereograms Pole counting True and apparent dip Intersection among planes Line among lines Wedge analyses Minor circles Borehole problems IN SITU STRESSES ORIGIN AND
6. Assessment The assessment is based on two partial exams Each partial exam includes all the contents given from the beginning of the course until the time of the exam During the exam it is allowed to consult any material needed books notes etc To pass the course it is required to get an average mark in each partial exam the submitted course work is also taken into account Personal Tutorials During working hours Additional Information Some elementary knowledge in Algebra and Calculus is required 60 Program THEORY OF PROBABILITY Concept of uncertainty Elements of algebra of sets Probability classic definitions and frequential axiomatic definition Joint probability conditional probability Theorem of total probability Bayes theorem Random variables discreet continuous and mixed variables Discreet random variables function of probability and function of accumulated distribution Continuous random variables function of density and function of accumulated probability Discrete random variables functions of marginal density Independent variables Changes of variable Distributions transformed into more than two variables Integrals of convolution Momentum of higher order Properties of mathematical expectation and variance Momentum of random variables conditional momentum covariance coefficient of correlation Momentum of the sum and product of random variables Generating function of momentums Charac
7. Assessment There are two final examinations the first one in June and the second one in September Personal Tutorials A specific timetable is posted at the beginning of the course Additional Information 100 Syllabus 1 gt Ia m 5 5 N gt gt mom a E moe SPI ANE HOPE S BUSINESS ENTERPRISE BUSINESS STRATEGY STRUCTURE ACCOUNTING ANALYTIC ACCOUNTING LEGAL SYSTEM HUMAN FACTOR PRODUCTION MARKETING QUALITY MANAGEMENT FINANCIAL ACCOUNTING BALANCE SHEET TRADE BOOKS COLLECTION AND PAYMENT INSTRUMENTS CURRENT ASSETS FIXED ASSETS LIABILITIES INCOME STATEMENT FINANCIAL ANALYSIS 101 History of Civil Engineering DEPARTMENT Construction Technology LECTURER IN CHARGE Manuel Dur n Fuentes OTHER LECTURERS YEAR 5 TYPE Four Month Compulsory CREDITS 2 h per week 3 CC 2 CC Aims To find out about the history of Civil Engineering public works in particular and constructions in general so that this historic heritage is justly assessed to study the process of calculus of the factories and to establish intervention criteria for the Historic Heritage of Public Works Teaching Organization For two hours per week in the first fourth monthly period theoretical classes are held with important visual back up in accordance with the syllabus of the subject Bibliogra phy e Estructuras de f brica Jacques Heyman Instituto Juan Herrera ETS Arquitectura Madrid 1995
8. Introducci n a la teor a de juegos Morton D Davis Alianza Editorial Madrid 1986 Teor a de los juegos 6 vol menes Gir n Gonz lez Torre F J UNED Madrid 1997 Teor a de la Decisi n 6 vol menes Infante Macias R UNED Madrid 1978 Programaci n Lineal Metodolog a and problemas Mocholi Arce M Sala Garrido R Tebar Editorial Flores Albacete 1993 Principios de la teor a de la decisi n Lindley D V Ed Vincens Vives Barcelona 1977 Met dos de dise o optimo de estructuras Hern ndez S Colegio I C C P Madrid 1990 e Teor a de la decisi n multicriterio Conceptos t cnicas y aplicaciones Romero C Alianza Unversidad Madrid 1993 Teor a de Juegos Binmore K McGraw Hill Madrid 1994 Assessment It is essential to have done the works set along the course The assessment is based on two final exams June and September The course can also be passed doing the works set by the teachers of the subject before the 30 of June Personal Tutorials A specific timetable will be posted Additional Information It is important that students had attended or are attending the Statistics course of the 3 year It is also advisable though not indispensable to have some basic knowledge in linear programming 165 Syllabus 1 GAMES Previous concepts Normal form Bipersonal games of null total Extensions of the concept of strategy DECISIO
9. Public Holiday Spanish National Holiday Public Holiday All Saints Day Public Holiday Day of the Spanish Constitution Public Holiday The Immaculate Conception Christmas Holidays Last day of lectures 1 four month period Public Holiday St Domingo of the Way Exam Period Public Holiday St Thomas Public Holiday Carnivals Start of the lectures 2 Four month period Public Holiday St Joseph Easter Holidays Public Holiday Labour Day Public Holiday Galician literature festivity Last day of lectures 2 Four month period Exam period Exam period TIMETABLE SECOND YEAR Monday Tuesday Wednesday Thursday x 30 920 30 10 20 v 45 11 35 11 45 12 35 12 45 13 35 13 45 14 35 EI 16 00 16 50 17 00 17 50 AFT 8 30 9 20 9 30 10 20 10 45 11 35 11 45 12 35 12 45 13 35 13 45 14 35 iT JE 16 00 16 50 17 00 17 50 18 00 21 00 AFT C2 Calculus II GMD Metric and Descriptive Geometry First Four Month Period HA G BOA masa G 5 am sn COMPULSORY COURSES El Structures I HHI Hydraulics and Hydrology I IMT Geology and Introduction to Geotechnical Eng EGAOP General and Applied to Public Works Economics TT Transports and Land Use OPTIONS FREE CONFIGURATION COURSES GD Differential Geometry M Mechanics FT Technical French FREE CONFIGURATION COURSES ICD Introduction to Cooperation for Development 184 EXAMS T
10. Total potential energy of a structure Minimum condition of the total potentia energy Minimum value of the strain energy Castigliano s theorems Application to hyperstatic structures Maxwell Betti s Theorem HYPERSTATIC STRUCTURES OF ARTICULATED JOINTS External and internal hyperstaticism Calculation of hyperstatic reactions Calculation of structures with internal hyperstaticism Effects of thermal variations or defects in the length of bars ELASTIC INSTABILITY OF BAR STRUCTURES Euler s model of buckling Isolated bars with different conditions of linking Concept of length and buckling Buckling in great strains Buckling of continuous beams Buckling of non traslational porticos Buckling of traslational porticos Modes of bucking BENDING OF ISOTROPIC SLABS IN ELASTIC LINEAR RANGE Lineal theory of thin isotrope slabs Definitions and hypothesis General equations of the problem in cartesian coordinates Actions and interior forces Equations of equilibrium constitutive equations Equations of compatibility Kirchhoff and Navier s Hypothesis Differential equation of the slab Rectangular slabs Boundary Conditions Kirchhoff reactions Navier s Solution Levy s Solution The isotrope slabs in polar coordinates Formulation of bending Circular slabs Boundary conditions Loads with symmetry of revolution BUCKLING OF THIN SLABS Definition of the model Equations of equilibrium of isotrope slabs under compression in non l
11. 10 11 12 13 14 15 16 FORMULATION OF PROBLEMS AND EQUATIONS OF MOVEMENT NATURAL FREQUENCIES AND MODES OF VIBRATION METHODS OF OBTAINING OF THE MODES OF VIBRATION FORMULATION OF THE MATRIX OF SHOCK ABSORPTION TYPES OF SHOCK ABSORPTION LINEAL ANALYSIS OF SYSTEMS WITH SEVERAL DEGREES OF FREEDOM DYNAMIC LOADS SEISMIC RESPONSE OF SYSTEMS WITH SEVERAL DEGREES OF FREEDOM METHOD OF REDUCTION OF DEGREES OF FREEDOM METHODS OF EVALUATION OF THE SEISMIC RESPONSE INTEGRATION IN TIME AND SPECTRUM OF RESPONSE SYSTEMS WITH MASS AND DISTRIBUTED ELECTRICITY RESPONSE TO DYNAMIC LOADS SEISMIC RESPONSE OF SYSTEM WITH MASS AND DISTRIBUTED ELASTICITY 107 Special Foundations DEPARTMENT Construction Technology LECTURER IN CHARGE OTHER LECTURERS YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To complete student education in some aspects of Geotechnical Engineering which have not been dealt with in previous courses Teaching Organization Mainly theoretical lessons and also some practical ones devoted to the resolution of a set of exercises Course work will be set as group work Bibliography e Geotecnia y Cimientos II y III J A Jim nez Salas y otros Editorial Rueda Madrid 1976 y 1980 Rock Engineering J A Franklin M B Dusseault Mc Graw Hill 1989 Rock Slope Engineering E Hoek L Bray Institution of mining and metallurgy Lond
12. Madrid 1965 Dibujo T cnico Introducci n a los Sistemas de Representaci n Palencia J E T S I C C P Madrid 1986 Geometr a Descriptiva Rodr guez Abajo F J Editorial Marfil Alcoy 1986 Assessment There will be two partial exams and the final exams corresponding to the exam period of June and September Personal Tutorials Atthe end of the class sessions short consultancies and in a timetable to be established with the lecturers long consultancies Additional Informa tion Elementary knowledge of volume calculation is required 30 Syllabus A Theory 1 10 INTRODUCTION TO THE CONCEPT OF DESCRIPTIVE GEOMETRY Aim of Descriptive Geometry Projections central or conical and parallel or cylindrical Systems of representation Conventions Scales Normalization of the paper GENERALITIES OF DIHEDRAL SYSTEM Concept advantages and inconveniences of the system European and American systems Affinity among projections Changes of plane successive auxiliary views Analysis of visibility Sections Boundedness GENERALITIES OF THE A CONTOUR SYSTEM Concept advantages and inconveniences Topographical surfaces contours Analysis and interpretation of contours Elemental forms of terrain GENERALITIES OF THE AXONOMETRIC SYSTEM Concepts advantages and inconveniences Units or axonometric scales coefficients of reduction Classification of the axonometries Moving from a dihedral
13. Methods of forecasting the demand Capacity and levels of service LAY OUT OF ROADS Fundamental parameters The ground plan lay out straight alignments circular and transition curves The elevated lay out General recommendations for the lay out and its integration in the surrounding area The transversal section EARTHWORKS AND DRAINAGE Geotechnical problems in roads Studies and geological and geotechnical knowledge Classification and characteristics of soils Compacting of soils Constructions of earthworks previous operations starting mechanisms load and unloading embankments Load bearing capacity of the raised areas Surface drainage Subterranean drainage and geotextiles ROAD SURFACES Constitution and general concepts Aggregates Hydrocarbon binders Granular layers Stabilization of soils and treated gravel Surface treatments sprinklers and bitumen grout Bitumen mixes Concrete flooring Road surface dimensioning Surface characteristics of the flooring Preservation 82 Electrical Engineering DEPARTMENT Construction Technology LECTURER IN CHARGE Luis Montenegro P rez OTHER LECTURERS YEAR 4 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 EC Aims To know the principles of electricity and electromagnetism with the aim of comprehending the functioning of the electric machines and applying them to the calculation of the aforementioned Teaching Organisation 4 hours per week t
14. Personal Tutorials Six hours per week The timetable is posted on the student notice board Additional Information Students must have learnt all the basic concepts concerning Soil Mechanics from the subject Geology and Introduction to Geotechnics 64 Syllabus 1 INTRODUCTION Soil mechanics and geotechnical engineering Geotechnical problems Safety STRESSES IN A SOIL Two dimensional and three dimensional elasticity Stresses and strains Hooke s law Plane strain and plane stress conditions Mohr s circle of stress Principal stresses and principal planes Mohr s circle of strain Stresses in non continuum media In situ stresses Coefficient of earth pressure at rest Jaky s equation Mohr Coulomb failure criteria Stress strain behavior of soils COMPRESSIBILITY OF SOIL Introduction The oedometer One dimensional laboratory consolidation test Normally consolidated and overconsolidated clays Effect of disturbance on void ratio pressure relationship Terzaghi Frohlich s consolidation theory Calculation of settlement from one dimensional primary consolidation Coefficient of consolidation logarithm of time method and square root of time method Calculation of consolidation settlement under foundations Secondary consolidation SHEAR STRENGTH OF SOIL Mohr Coulomb failure criteria Direct shear test drained and undrained test on sands and clays Triaxial shear test equipment porewater cell and back
15. To know the problems of civil engineering to which these techniques apply To know the types of finite elements most commonnly used To learn to use programs of calculation of structures based on finite elements Teaching Organization Bibliography For four hours per week theoretical lectures are given and basic exercises are resolved based on the theoretical explanations Also in the laboratory of Calculation of Structures computer aided work is carried out on structural models to solve these problems by using finite elements programs C lculo de estructuras por el m todo de elementos finitos E O ate CIMNE 1992 El m todo de los elementos finitos Volumen 1 Formulaci n b sica y problemas lineales Zienkiewicz P C Taylor R L McGraw Hill 1994 The Finite Element Method Linear Static and Dunamic Finite Element Analysis J J R Hughes Prentice Hall 1987 Finite element Procedures in Engineering Analysis K J Bathe Prentice Hall 1982 Aplicaci n del m todo de los elementos finitos al an lisis estructural de tableros de puentes Samartin Universidad de Cantabria 1979 Finite Element Programming Hinton E Owen D R J Pineridge Press 1980 Andlisis est tico y din mico de estructuras con el programa COSMOS M L E Romera S Hern ndez 1996 Assessment Final exams are held in February and September Personal Tutorials During working hours Additional I
16. Vertices Involutions Focus Directrices Eccentricity Sheaves of conics Ellipse Hyperbola Parabola General study of quadrics Center Reduced equation Degenerate quadrics Classification Polarity Diametral planes Diameters Principal planes Axis Cones Cylinders Ellipsoids Hyperboloids Paraboloids 24 Calculus I DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Jaime Fe Marqu s OTHER LECTURERS Javier G mez Calvifio Raquel L pez Jato and Pablo Rodriguez Vellando YEAR I TYPE Compulsory Annual CREDITS 5 hours per week 15 CC 10 5 EC Aims To provide the students with a solid basis for the resolving of the mathematical problems which they are going to meet during their studies or in the professional field Teaching Organization Every week two theoretical and three practical sessions are imparted During the latter previously proposed problems are solved One of the practical sessions is devoted to the resolution of integrals A collection of examination problems integrals and theoretical questions is at the students disposal Bibliography C lculo Infinitesimal Una y varias variables Granero F Mc Graw Hill Madrid 96 C lculo Infinitesimal de una variable Burgos J Ed Mc Graw Hill Madrid 1994 Introducci n al An lisis Matem tico Ortega J M U A de Barcelona 1990 C lculo I Teor a y problemas de An lisis Matem tico en una variable Gar
17. the student will find in this guide the organisation the syllabus and the basic assigned bibliography of every subject of the present Study Plan This information has been included in this ECTS Information Package with the aim that incoming foreign students entering this School have a source which brings together all the relevant information for the development of the complete degree or exchange studies 2 THE ESCUELA DE INGENIEROS DE CAMINOS 2 1 FACILITIES The Escuela T cnica Superior de Ingenieros de Caminos Canales y Puertos de La Corufia is located at the entrance of the Elvifia Campus Inaugurated on 13 January 1994 it is a single building of 16 000 square metres separated into two wings connected by a hall which constitutes the access to the School In this space are found the cafeteria and the auditorium with a capacity for four hundred people The first wing houses on three floors the offices of the academic staff the Delegation of the Foundation of Civil Engineering of Galicia and the Administration and Head Offices Beyond the hall is found the second area of the building composed equally of three floors Along the central corridor of the basement floor are situated most of the laboratories of the School i e Surveying Highway Engineering Harbours and Coasts Environmental Engineering Hydraulics and Hydrology Materials Science Geotechnology Construction Engineering Land Use Planning and Computer Aided Design The la
18. to find geometries on the terrain or control movements of structures or land works Teaching Organization During 3 hours a week the theoretical lectures are provided and the practical exercises previously set are resolved In the facilities of the School the students must carry out a series of field and studio practices in order to achieve a full training in the topic At the same time they carry out visits to cartographic production centres Bibliography e Introducci n a la Topograf a Ferrer Tor o R y Pi a Paton B S Publicaciones E T S IC C P Santander 1991 Instrumentos Topogr ficos Ferrer Tor o R y Pi a Pat n B S Publicaciones E T S I C C P Santander Metodolog as Topogr ficas Ferrer Tor o R y Pi a Pat n B S Publicaciones E T S I C C P Santander 1991 Lectura de Mapa s V zquez Maure F y Mart n L pez J Topograf a General y Aplicada Dom nguez Garcia Tejero F Editorial Dossat e Geodesia y Cartograf a Matem tica Mart n Ass n F Topograf a Chueca Pazos M Editorial Dossat Topograf a y Replanteos Mart n Morej n L Editorial Romargraf M todos Topogr ficos Ojeda Ruiz J L Assessment To pass it is necessary to have submitted and to pass the course projects Two assessment exams are held besides the final exams of June and September To pass the c ourse it is necessary to obtain a minimum mark in each partial exam and
19. BHem tert Aa E Mendez Vazquez fester Ja Mola Bugos Yuta Molinero mge ore Montenegro Perez AA B D UD 2 D AIG AIDS 16 e R osqueira Martinez liio o 16b Nardiz N rdiz Ortiz Carlos OS Navarrina artinez EEE UIS gt Orro Arcay Alonso nis Padilla Benitez Tancisco Pan Tantes la Ra ro faz Pera Gonzalez pe O fare S A T Perezz n Pardo uan Carlos ras m Rodr guez Vellando Pablo Recarey Bu o M Jos iR Regueira Vigo VF Isabe 40 AZ Regueiro Diehl Mercedes 1425 Al ME Rodriguez Justo SERE a SER Roel Vilas Pilar Romera Rodriguez sa Ca aliz Gomez eresa rer Samper Calvete A eyo Garcia eoane Antelo erantes Barbeito os Antonio lerra Q uiroga armen olas Alados os Migue Suarez Lopez ru m ssp 8 edano Prados Mar Urrutia y Lambarri Jes s M de Ha A2 CO Valcarce Rod Valcarce Rodriguez vee s s arc a Tancisco Alberto ra s Vazquez Gonzalez A Ana vazquez Pe a uan Ignacio Tr me ELSE me Yang angbing 853 d 5 7 qm 3 rn ROS 3 Administration Office Students Office A0 16b Library Dek Desk 1460 B1 10 AA AAA Director 1461 B1 11 Library Fax Fax 5475 BLI 11 _ _Oeo 1468 EE 14 Centro de C lculo Center of Calculus 1
20. Element Method and have passed the subject Bridges I 138 Syllabus 1 STRAIGHT BRIDGES WITH SPECIAL CHARACTERISTICS Gate bridges Historical development and implementation Calculation and construction processes Thrust bridges Construction processes Construction by successive cantilevers METAL AND MIXED SECTION BRIDGES Introduction Regulations of application RPX RPM EC 4 Analysis of decks mixed double action piles Construction processes ARCH BRIDGES Historic development of the materials implementations Antifunicularity The rigid arch and the laminar arch Calculation Construction processes CABLE STAYED BRIDGES Historic development Materials implementations Spar decks cables Structural behaviour Structural analysis and technology of trussing SUSPENSION BRIDGES Historic development Materials implementations Structural analysis Constructive processes DYNAMIC ACTIONS Dynamic actions Seismic actions Wind actions Experimental aeroelasticity Computational aeroelasticity THE LIMTTS OF DESING NEW TYPOLOGIES AND MATERIALS State of art of design typology and materials 139 Urban Services DEPARTMENT Architectonic Projects and Urbanism LECTURER IN CHARGE Carlos N rdiz Ortiz OTHER LECTURERS Juan Creus Andrade YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To instruct the student in the urbanization projects of the urban road network an
21. Fluvial J P Martin Vida UPC Politext e HEC RAS Manual de Hidr ulica e Restauraci n de R os y Riberas M Gonz lez del Tanago ETS 1 Montes UPM Assessment To pass it is necessary to do the coursework Final exams are held in June and September Personal Tutorials Two afternoons a week they will be indicated at the beginning of the course Additional Information 87 Syllabus 1 HYDRAULIC RESOURCES Use of water Regulation and lamination The need for reservoirs PIPES A Design of pressure pipes B Appliances to relieve the water hammer C Design of open channel conductions D Dissipation of energy E Protection of margins F Impact of the pipes G Irrigation pipes INTRODUCTION TO THE STUDY OF DAMS A Typology Previous studies Locking and the vessel Loads which act on the damp Study of Floods B Brickwork Dams Gravity dams Light gravity dams Arch dams C Earth Dams Homogeneous dams and core dams Upstream baffle dams D Spillways and Outlets Types of Spillways Deep outlets Gates and valves E Construction Diverting the river Construction methods of brickwork and earth dams F Exploitation and auscultation HYDROELECTRIC EXPLOITATION A Electric energy Power Stations Hydroelectric Power Statios B Turbines and Elements of Power Stations Design C Intakes and outlets Devices of opening and closing D Hydroelectric study of basins FLUVIAL HYDRAULICS AND RESTO
22. Higher order differential equations theorem of existence and uniqueness of solutions reduction of order solution to the homogeneous equation particular solutions method of variation of parameters operational calculus technique resolution of linear differential equations of n order and constant coefficients SYSTEMS OF DIFFERENTIAL EQUATIONS Theorem of existence and uniqueness of systems of differential equations Reduction of the system of equations to a single equation of n order Integration of constant coefficient linear equations Applications LAPLACE TRANSFORM Basic concepts Definition of Laplace transformation of a function conditions for existence of transform and convergence abscise Inverse Laplace transform Laplace transform properties changes in scale s shifting and shifting Transforms of the derivative the n th derivative and the integral functions Transformation of periodic functions Convolution of functions Application problems POWER SERIES RESOLUTION OF DIFFERENTIAL EQUATIONS Introduction and basic concepts Resolution of first order differential equations by using power series Second order linear differential equations with regular points Legendre equation and with singular points Frobenius series Bessel Hermite Laguerre Chebyshev and Hypergeometric Gauss equations Orthogonal functions Introduction to problems with eigenvalues and eigenfunctions Sturm Liouville problem Orthogonality of the Legendre B
23. IN CHARGE Francisco Padilla Benitez OTHER LECTURERS Ricardo Juncosa Rivera and Rodrigo del Hoyo Fern ndez Gago YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims itsi _SOS S S S O O To provide the students with the principles of water resources assessment and the hydraulic planning tools Teaching Organization The theoretical teaching of the course consists of 4 hours per week that will be completed with conferences on experimental and actual cases by invited specialists During the academic year the lecturers will distribute several exercises about the subjects of the course in order to evaluate the students efficiency The students should also carry out a team project on hydrologic planning that will also contribute to the assessment of the course Bibliography e Conceptos y m todos para la planificaci n hidrol gica Andreu J Ed CIMNE 1993 e Principles of Water Resources Planning Goodman A Prentice Hall 1984 e Recursos Hidr ulicos y su Planificaci n Liria J y S inz J A Apuntes de la ETSICCP de Santander 1982 e Water Resource Systems Planning and Analysis Loucks D Stedinger J y Haith D Prentice Hall 1981 e El Libro Blanco del Agua en Espa a MMA Madrid 2000 Planificaci n Hidr ulica Vallarino E Apuntes de la ETSICCP de Madrid 1980 Modelos matem ticos para la evaluaci n de los recursos hidricos Teodoro
24. Information A solid knowledge in Linear Algebra Infinitesimal Calculus and Ordinary Differential Equations is required 68 Syllabus 1 INTRODUCTION Basic notions and definitions Concept of mathematical problem General aspects about the resolutions of a differential equation Grade and Order of a Partial Differential Equation PDE Linear and Non linear operators Homogeneous partial differential equations Principle of Superposition General methods for solving PDEs Revision of the main concepts of first and second order ordinary differential equations ODEs STATEMENT OF PROBLEMS IN MATHEMATICAL PHYSICS Introduction Initial value problems and boundary value problems Conditions of Hadamard for a well posed problem The Diffusion Equation Derivation of the heat conduction equation in a rod Initial and boundary conditions Equilibrium temperature distribution Derivation of the heat conduction equation in 2D and 3D Statement of problems in polar cylindrical and spherical coordinates Physical phenomena governed by this PDE The Wave equation Derivation of the vibrating string differential equation Initial and boundary conditions Derivation of the wave equation in 2D and 3D Physical phenomena governed by this PDE The Laplace s equation Physical phenomena governed by the Laplace s differential equation Qualitative properties of the solutions Classification of second order PDEs with two independent variable
25. J J 1994 6 ed Cornell Maritime Press Transportes Maritimos de L nea Regular BLANCO A 1997 A P Valencia Direcci n y explotaci n de puertos Rodr guez F P A Bilbao 1985 Assessment It is necessary to do the course work There will be an exam in July and another in September The aptness and originality of the solutions given to the examples set during the course as well as the practical exercises handed in will be taken into account in the final marks Personal Tutorials During the hours of work In the examination period a specific time table will be posted Additional Information Due to the aims and contents of this subject it is assumed that the students have taken the subject of Harbours and Coasts 146 Syllabus 10 11 12 13 14 15 16 THE HARBOURS Service area Kinds The property of harbours Authorisations concessions and port services Special plans Plans of uses THE PORT TRAFFIC Traffic of the principal ports Shipping THE STRUCTURES AND FACILITIES OF THE HARBOURS Dimensioning of the flotation area Maritime signalling THE MARITIME TRANSPORT CONTRACT THE USERS TERMINAL MANAGEMENT AND OPERATIONS GENERAL CARGO GENERAL UNIFIED CARGO CONTAINERISATION SOLID BULKS LIQUIDS BULKS NON CONVENTIONAL DOCKS THE LABOUR FORCE THE HARBOURS PLANNING THE PLANNING PROCESS THE STRUCTURE OF SPANISH HARBOURS THE ECONOMIC STRU
26. MARIO Chapman may 1997 Constructions Vibrations DOWNING CHARLES H Prentice Hall 1996 e Response Spectrum Method In Seismic Analysis and Design of Structures GUPTA AJAYA K CRC Press 1990 e The Finite Element Meted Linear Static and Dynamic Finite Element Analysis HUGHES THOMAS J R Prentice Hall 1987 6 Ejemplos resueltos de c lculo matricial de estructuras con el programa SAP90 JURADO ALBARRAC N J A HERNANDEZ IBANEZ S Ediciones T rculo 1997 e An lisis est tico y din mico de estructuras con el programa COSMOS M ROMERA RODRIGUEZ L E HERN NDEZ IBANEZ S Universidad de La Coru a 1997 Assessment By means of course work and the end of the year exam in the exam periods of June and September Personal Tutorials During working hours Additional Information The students must have a good knowledge of matrix analysis of structures and of the Finite Element Method applied to the analysis of structures 106 Syllabus 1 INTRODUCTION AND FUNDAMENTAL CONCEPTS SYSTEMS WITH ONE DEGREE OF FREEDOM 2 3 4 5 6 7 RESPONSE TO FREE VIBRATIONS RESPONSE TO HARMONIC AND PERIODIC FORCES RESPONSE TO INCREMENTAL PULSATING AND GENERAL FORCES EARTHQUAKES GENERAL CONCEPTS AND ACTIONS ON THE STRUCTURES SEISMIC RESPONSE OF SYSTEMS WITH A DEGREE OF FREDOM NUMERICAL OBTAINING OF THE DYNAMIC RESPONSE SYSTEMS WITH SEVERAL DEGREES OF FREEDOM 8 9
27. Representation Procedural Methods Rules and Systems of Production METHODS AND MODELS OF REASONING Categorical Reasoning Bayesianne Approximation Model of the Factors of Certainty Evidential Theory of Dempster and Shaffer Diffuse Logics ENGINEERING OF KNOWLEDGE AND EXPERT SYSTEMS Ideal architecture of an Expert System Knowledge Bases Organization of Static Knowledge and Dynamic Knowledge Motor of Inferences Interaction of Systems with the User and with the exterior Ideal Methodology of Design Acquisition of Knowledge Verification and Validation of Expert Systems 143 Urbanism II DEPARTMENT Architectonic Projects and Urbanism LECTURER IN CHARGE C ndido L pez Gonz lez OTHER LECTURERS YEAR 5 TYPE Four Month optional CREDITS 4 hours per week 6 CC 4 EC Aims Basic theoretical and practical knowledge necessary for the elaboration evaluation and carrying out of the Planning The subject is structured in three parts A URBAN INFORMATION B THE ELABORATION OF THE PLANNING AND C THE EXECUTION AND MANAGEMENT OF THE PLANNING detailed in the enclosed program Teaching Organization Theoretical and practical lectures will be taught for four hours a week The students will analyze real set tasks and will carry out the main contents of some planning figures Bibliography e Elementos de Ordenaci n Urbana Juli Esteban i Noguera Colegio de Arquitectos de Catalu a Barcelona 1981 e Introd
28. STUDY OF SURFACE WATER Necessary data Methods of contrast and verification Simple methodologies of data analysis and treatment simple and multiple regression revision and planning of a gauge station network Deterministic models aggregated and distributed Stochastic models Autoregressive models Historic and synthetic series Data base Floods drought water leakage ecological flows Hydrologic models WATER DEMAND Types of water demands urban industrial agricultural hydroelectric ecological recreational Characteristics Future demand prevision Volume and distribution of future demand Decision making about the objectives of water resources demand WATER RESOURCE SYSTEMS Principles The guarantee concept Theory and calculation of the guaranty Other countries criteria New criteria for the system efficiency assessment vulnerability resilience and robustness Optimization Priorities and restrictions Objective function Theory of optimization Reservoir optimization Linear programming Methodologies applied to the regulation studies EXPLOITATION METHODS Regulation elements surface and underground reservoirs The hydraulic potential and the assessment of the hydroelectric energy Turbines and hydroelectric power station elements Design Exploitation strategies Priority of demand Restrictions to the exploitation of the system JOINT USE Surface water ground water relationships Artificial recharge The water recharge as
29. THE REGION 19 THE INFRASTRUCTURES OF TRANSPORT AND OF REGIONAL DEVELOPMENT 20 THE INFRASTRUCTURES AND THE ENVIRONMENT 21 THE DISTRIBUTION OF THE PHYSICAL ENVIRONMENT AN W 99 Business Organization and Management DEPARTMENT Construction Technology LECTURER IN CHARGE Antonio Fern ndez Garitaonandia OTHER LECTURERS YEAR 5 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 EC Aims It is expected that the student acquires the necessary knowledge from the moment a business is planned until it is working This general aim is defined in the following points a a general idea about the firm and its strategy b a basic knowledge about accounting c organization d legal help e the system to be taken into account about staff production and marketing f a follow up of the financial situation in the firm g a financial position and analysis and h to go into detail about the basic principles of the firm in the building sector Teaching Organization Theoretical lectures and practical exercises are solved for 4 hours per week Bibliography Organizaci n y Gesti n de Empresas Fern ndez Garitaonandia A ETSICCP A Coruna Contabilidad para Direcci n Pereira Soler F Navarra University Publications S A Pamplona Mementos Pr cticos Sociedades Mercantiles Fiscal y Social Francis Lefebvre Publications Madrid Miscellaneous Texts from Deusto Publications S A Madrid
30. de Minas Exploitation of Mines and Sondeos y Prospecciones Mineras Drilling and Prospecting Mining and the students who have already passed the First Cycle of the degree in Ingenieria de Minas Mine Engineering the following complements of education are required ACCESS COMPLEMENTS FOR MINE ENGINEERS Code EC CC Type Course 203 4 5 6 A Metric and Descriptive Geometry 34 65 9 A ydrauliesandHydrologyl SSS KE EE j Second Cycle 3 1 6 Socrates and Double Degree Students The Escuela de Caminos will accept incoming Socrates students from the associated universities These students will follow a choice of subjects agreed upon with their home University It is recommended that these students follow a total of 30 or 60 EC depending on the duration of their stay being a half a year term or a whole year period The Escuela de Caminos will also issue the Degree in Ingenieria de Caminos Canales y Puertos to the students following and completing a Double Degree Programme The particulars of these Double Degree Programmes will be specified in the corresponding Bilateral Agreement 3 1 7 Information relative to each subject On continuation is presented the information relative to subjects which lead to the degree of Ingeniero de Caminos Canales y Puertos In this list are included the options which are imparted throughout the academic year 2001 2002 24 3 1 7 1 FIRST YEAR 25 Algebra DEPARTMENT Mathema
31. e Transportes Un enfoque integral Izquierdo R Publicaciones del Colegio de Ingenieros de Caminos Madrid 1994 Transportes Ibeas A D az J M Servicio de Publicaciones E T S I C C P Santander 1998 Assessment A final exam will be held covering the whole contents of the subject Personal Tutorials At the beginning of the course lecturers will post their tutor hours Additional Information An elementary knowledge of Transport Engineering is recommended 177 Syllabus 1 TRANSPORT PLANNING Basic Concepts Transport Planning Historical Development The Transport Planning Process Integral and Sectorial Transport Planning TRANSPORT PLANNING IN SPAIN Highways planning in Spain Highways Plans in the Autonomous Communities Railroads Planning in Spain Port Planning The Plan Director de Infraestructuras General Plan of Infrastructures EUROPEAN UNION TRANSPORT POLICY New concept of Europe The concept of European interest The TASC system The European Union treaties The institutional frame in the European Union The financial system in the EU The financial system in the Spanish autonomous communities and the European founding The common transport policy The founding of the infrastructures of European interest TRANSPORT PLANNING STUDIES Introduction Inventories Studies Classification Volume Capacity Pedestrian Mass Transit Parking Origin Destination Traffic Impact TR
32. formulas Frenet s Trihedron Projections of the curve on the oscillating rectifying and normal planes INTRODUCTION TO SURFACES Analytic representation Requisites of continuity and differentiation Taylor s Process Regular and singular points Parametric curves Curvilinear coordinates Change of parametrization METRICS ON A SURFACE Curves on a surface First fundamental form Length of an arc Angle between different tangents Tangent plane Normals Element of area EXTRINSIC GEOMETRY OF SURFACES Normal vector curvature Geodesic vector curvature Second fundamental form Asymptotic and non asymptotic directions Asymptotic lines Meusnier s Theorem Elliptic parabolic and hyperbolic points Curvatures and main directions Lines of curvature Euler s Theorem Total and average curvature INTRODUCTION TO THE THEORY OF FIELDS Scalar vectorial and tensorial fields Directional derivatives Operator V Gradient Laplacian Divergence Rotational Expressions in the different systems of coordinates Examples and applications INTEGRAL THEOREMS Multiple integrals line and surface integrals Green s Theorem Integrals of surface Ostrogradski Gauss s Theorem Elements of power theory Stokes Theorem Conservative and dissipative fields Applications 50 General and Applied to Public Works Economics DEPARTMENT Applied Economics I LECTURER IN CHARGE Alejandro M Vasallo Rapela OTHER LECTURERS YEA
33. in coastal areas taking advantage of the tides Projects of aquaculture etc 123 Nuclear Engineering DEPARTMENT Construction Technology LECTURER IN CHARGE Javier Samper Calvete OTHER LECTURERS Luis Montenegro P rez YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims 1 To provide a general vie w about Nuclear Energy oriented towards the needs of a civil engineer 2 To provide the basic knowledge about nuclear physics nuclear reactors and nuclear power plants 3 To put emphasis in the design construction performance dismantling and decommissioning of nuclear power plants and other nuclear facilities 4 To compare the costs and environmental effects of nuclear energy with other sources of energy 5 To provide information on radioactive waste management Teaching Organization The course is taught in the second semester with 4 hours per week of classroom lectures in 2 days Invited lectures are also scheduled In addition technical visits to a nuclear power plant and nuclear facilities such as El Cabril Power Station for low and intermediate level radioactive waste uranium mines and the old uranium plant of Andujar Ja n are also envisaged Bibliography e Nuclear Reactor Engineering Reactor Design Basics S Glasstone A Sesonske Editor Chapman amp Hall ISBN 0412985217 Ingenier a de Reactores Nucleares S Glasstone A Sesonske Editorial Revert ISBN 84291
34. industrial uses etc Special plans of distribution of rias and estuaries FIELD OF STUDIES OF IMPACT ON THE ENVIRONMENT Project of cleaning up coastal areas with waste spillage to sea Special undersea outlets Studies of environmental impact and or contamination due to the ports its traffic and operations works and maritime structures construction and useful life other uses of the shore FIELD OF STUDY OF PHYSICAL ENVIRONMENT Projects and or studies of the hydrodynamics of ports rias and estuaries Maritime climate Metoceanic actions on works structures floats and coastline Environmental regimes and extremals Batimetric geotechnic etc Projects of study of short term and long term evolution of the profile and ground of the coastline especially the beaches SPECIAL PROJECTS Projects of development and or execution of physical models of ports Conditions of navigation and berthing resistance of the exterior works interior agitation renovation of water contamination etc Physical models of dispersion buttes transport and degradation of the contamination Interaction of works and maritime structures with the shore dynamic and its effect on the line and profile of the coast etc Execution and or setting up computerised models of the problems raised Especially about the behaviour of the shore dynamic and contamination in coastal waters bays and rivers etc Special projects Offshore structures taking advantage of wind energy
35. medium L E Malvern Prentice Hall Temas 1 2 3 4 5 10 11 Curso de Elasticidad Samartin Bellisco Temas 1 2 4 5 6 Teor a de la elasticidad Timoshenko y Goodier Urmo Temas 1 2 4 5 6 Nociones de c lculo pl stico C Benito Revista de Obras P blicas Temas 7 8 9 Assessment By means of a final exam in June and September Personal Tutorials In working hours Additional Information 66 Syllabus 1 10 11 STRESS EQUATIONS Stress concept Stress tensor Equilibrium equations Mohr s circles KINEMATICS OF A CONTINUOUS MEDIUM Motion field variations Almansi and Hamel strain tensors Cauchy s strain tensor Longitudinal and angular deformations Compatibility conditions Deformation Mohr s circles CONSTITUTIVE EQUATIONS OF A CONTINUOUS MEDIUM Solid behaviour models Linear and non linear elastic Elastic plastic Viscoelastic Termoelastic Fluid behavior models Non viscous fluid Newtonian fluids Non Newtonian fluids LINEAR ELASTICITY CONSTITUTIVE EQUATIONS Deformation modulus Generalized Hooke s law Shear modulus of elasticity Volume strain modulus Lam equations Saint Venant s hipothesis Navier s equations TWO DIMENSIONAL LINEAR ELASTICITY Plane strain state Plane stress state Mohr s circle in 2 D elasticity Airy stress function Representative curves of a tensional state 2 D elasticity in polar coordinates PLASTIC BEHAV
36. methods Newton Raphson Method Variants of NewtonRaphson Methods Modified Newton Raphson Methods Simple Newton Method QuasrNewton Methods Introduction and Classification Broyden Method DFP Direct QuastNewton Methods BFGS Inverse QuastNewton Methods Newton Secant Methods Other techniques for specific problems 133 Dams DEPARTMENT Construction Technology LECTURER IN CHARGE Rodrigo del Hoyo Fern ndez Gago OTHER LECTURERS YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To know the types of dams project methods construction and exploitation To determine the actions to take into account to analyse its stability and tensional state To determine the maximum flood To know the systems of auscultation as well as the dimensions of the organs of outlet To understand the influence of foundations in the behaviour of the dam Teaching Organization For four hours per week lectures in theory are given and previously set practices are resolved Bibliography e Tratado B sico de Presas E Vallarino Colegio de Ingenieros de Caminos Advanced Dam Engineering R B Jansen Van Nostrand Reinholds N York Handbook of Dam Engineering A R Golze Van Nostrand Reinholds N York The Engineering of Large Dam H H Thomas John Wiley sons N York Design of Gravity Dam U S Bureau of Reclamation Design of Archs Dam U S Bureau of Reclamation Arch D
37. models of complete structures of bridges are designed to be resolved by means of Finite Elements programs Bibliography e ARENAS J J and APARICIO A C Aparatos de apoyo para puentes y estructuras Servicio de Publicaciones E T S LC C P Santander FERN NDEZ TROYANO L Tierra sobre agua Visi n hist rica universal de los puentes Colegio de LCCP MANTEROLA J Puentes I E T S Ingenieros de C C y P Madrid MANTEROLA J Puentes II E T S Ingenieros de C C y P Madrid SAMART N A C lculo de estructuras de puentes de hormig n E Rueda Madrid 0 BRIEN E Bridge Deck Analysis Chapman and Hall Assessment In order to pass the exam it is necessary to do the set course projects Two final exams will be held in June and in September Personal Tutorials During working hours Additional Information It is assumed that the students know the computer programs of calculation of structures by the Finite Element Method 136 Syllabus 1 10 INTRODUCTION General definitions Classification of bridges Historic evolution of typologies Natural facts and conditioning factors Actual morphologies and construction processes DESIGN LOADS AND REGULATIONS Documents and regulations for the project of bridges Regulation of road bridges and railway bridges Definition of actions Regulations of road and railway bridges New regulation IAP 96 SLAB DECKS General description Longitudinal morphology Transversal sec
38. of particle Velocity and acceleration vectors Dynamics of particle Newton Laws Work Power Kinetic energy Work kinetic energy theorem Conservative fields Potential energy Law of Conservation of mechanical energy Friction Momentum and angular momentum Central forces Inertial reference frames and non inertial reference frames GEOMETRY OF MASS POINT PARTICLES Centre of gravity and mass Centroid Pappus Guldin theorems Moments of inertia Steiner theorem Moments and products of inertia in plane areas Mohr s circle MECHANICS OF RIGID BODIES Kinematics of rigid bodies Velocity fields Acceleration fields Dynamics of rigid bodies Newton s Law Energetic concepts Momentum and angular momentum Collisions Vibrations Static equilibrium ELASTICITY Stress Equilibrium Strain Compatibility Hooke s Law Tensile and compressive force Shear force Elastic energy FLUID MECHANICS Fluids Pressure Eulerian equation Fluid static Pascal and Archimidean principles Forces and moments in submerged surfaces and volumes Fluid dynamics Continuity equation Bernoulli s equation Impulse principle Losses and gains of energy Viscosity Reynolds number Laminar regime Poiseuille and Stokes s laws Turbulent regime resistance buoyancy and Magnus effect THERMODYNAMICS Thermal properties of materials temperature equation of state Ideal gasses Real gasses Thermometry Dilatation Calorimetry Fist Law of Thermodynamics Inte
39. understand and apply the basic legislation necessary to develop the profession of Civil Engineer Teaching Organization Two hours weekly classes in theory are held and previously proposed practical questions are resolved Bibliography e Aountes elaborados por el profesor y entregados en clase Curso de Derecho Administrativo I Garc a Enterria E Fern ndez T R Ed Civitas Madrid 1992 Derecho Administrativo I parte general Parada V zquez R Ed Marcial Pons Madrid 1993 Derecho Administrativo parte especial Bermejo Vera J Ed Civitas Madrid 1994 Assessment To pass it is necessary to carry out the course work Exams are held at the end of June and September and the marks of the coursework and practical work submitted are taken into account Personal Tutorials During working hours During exam period a specific timetable will be posted Additional Information Each student is given the most important legal texts to use for a greater knowledge of the subject 96 Syllabus 1 CONSTITUTIONAL AND AUTONOMOUS LAW 1 General considerations on constitutionalism in Spain The Constitution of 1978 Characteristics structure and contents Fundamental rights and public liberties Its guarantee and suspension The Constitutional Tribunal The reform of the Constitution 2 The different election systems The Spanish electoral law Application of d Hont Law to the Spanish elections 3
40. use of the theodolite direct intersection inverse intersection triangulation Geometric leveling Introduction methods geometric precision leveling Classical topographic surveying primitive modern Other methodologies distanciometry intersection of distances trilateration MAPPING Optic and photographic elements geometry of the photographic areas General method apparatus of restitution Project using aircraft Economic assessment Performance SURVEYING APPLIED TO ROAD ENGINEERING Introduction Geometry in ground plan straight alignment and circular alignment The clotoid Geometry of elevation GEODESY AND CARTOGRAPHY Introduction Ellipsoid of approximation Generic treatment of the distance taken in the field meteorological corrections reduction of the distances to the ellipsoid U T M projection approach specific aspects of the projection Defined point in geodesic coordinates calculation of U T M coordinates convergence of meridians and coefficient of lineal warping application other expression Defining dots in U T M coordinates calculation of geodesic coordinates convergence of meridians and coefficient of lineal warping applications other expressions ASTRONOMY Notions and basic definitions 37 3 1 7 2 SECOND YEAR 38 Calculus II DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Pablo Rguez Vellando Fdez Carvajal and Ignasi Colominas Ezponda OTHER LECTURERS YEAR
41. 12 4 18 4 6 4 JO ENEHI KEKE cw uma m 4 ps 4 6 4 4 e 3 6 Dow D L3 Ne Per o3 4 4 6 EX s _ 4 6 Ew 5 4 p Lara Lg EAA 4 6 4 6 SER A 6 OD i 4 6 or or 23 3 1 5 Direct access to Second Cycle for students who have finished the first cycle of other degrees The overlapping of many of the subjects which are studied in the degrees in Ingenier a de Caminos Canales y Puertos Five or six year degree in Civil Engineering Ingenieria T cnica de Obras Publicas Three year degree in Civil Engineering Ingenieria de Minas Five or six year degree in Mine Engineering and Ingenier a T cnica de Minas Three year degree in Mine Engineering has meant that traditionally students of these three degrees decide to continue their curricula in Civil Engineering The rules of access to the Second Cycle of the degree Ingeniero de Caminos Canales y Puertos is regulated by the Order of 10 December 1993 of the Ministry of Education In this order was established direct access to the Second Cycle without complements of education for the degrees of Ingenier a T cnica de Obras P blicas m the specialities of Construcciones Civiles Civil Constructions Transportes y Servicios Urbanos Transports and Urban Services and Hidrologia Hydrology For the degrees of Ingeniero T cnico de Minas with speciality in Explotaci n
42. 2 TYPE Compulsory Annual CREDITS 4 hours per week 12 CC 9 EC Aims To know to understand and to apply the analytical methods that allow for the resolution of Ordinary Differential Equations To acquire the basic knowledge in the use of computers and FORTRAN programming Teaching Organization The theoretical lectures are carried out together with the resolving of some examples and practical problems which have been previously posed A FORTRAN code should be written as a coursework This coursework can be elaborated making use of the computer facilities provided by the School Bibliography Problemas de Ecuaciones Diferenciales Ordinarias Kiseliov A Krasnov M y Makarenko G Mir 1979 Ecuaciones Diferenciales Aplicadas Spiegel M R Prentice Hall 1983 Advanced Engineering Mathematics Sixth Edition Kreyszig E J Wiley S 1988 Ecuaciones Diferenciales Problemas Lineales y Aplicaciones Marcell n F Casas s L y Zarzo A Mc Graw Hill 1990 Ecuaciones Diferenciales Segunda Edici n Simmons G F Mc Graw Hill 1993 Ecuaciones Diferenciales Elementales y Problemas con Condiciones en la Frontera Tercera Edici n Edwards C H and Penney D Prentice Hall 1994 e FORTRAN 77 Programming With an Introduction to the FORTRAN 90 Standard Second Edition Ellis T M R Addison Wesley 1990 Assessment So as to be able to pass the subject it is compulsory to have carried
43. 3 THIRD YEAR 4 4 FOURTH YEAR 4 5 FIFTH YEAR 1 PRESENTATION and HISTORICAL PRECEDENTS In this ECTS European Credit Transfer System Information Package of the Escuela T cnica Superior de Ingenieros de Caminos Canales y Puertos de La Corufia the reader will find information about the School itself about the degree being imparted and about the organisation of the academic year 2001 2002 The grade studies leading to the obtaining of the Degree in Civil Engineering have traditionally been named in Spain as Ingenieria de Caminos Canales y Puertos since 1802 In this year Agustin de Betancourt 1758 1824 established the Escuela de Ingenieros de Caminos Canales y Puertos that was first housed in he Royal Palace of Buen Retiro m Madrid The School was founded with the aim of instructing the students so as to permit them to join the Cuerpo de Ingenieros de Caminos Body of Civil Engineers in order to build and keep the basic infrastructures of the country At the beginning it was run as an independent institution up to the year 1957 in which it became responsible to the Ministry of Education These teaching institutions are now included within the Universities framework and are still called Escuelas T cnicas Superiores de Ingenieros de Caminos Canales y Puertos being the only institutions allowed to issue a Degree in Ingenier a de Caminos Canales y Puertos This degree is the only one that entitles the new engineers to join the C
44. 40352 Radiochemistry and Nuclear Chemistry G R Choppin J O Liljenzin J Rydberg Butterworth Heinemann 1995 ISBN 0750623004 Nuclear Chemistry O Navr til J H la R Kopunec F Mac ek V Mikulaj L Le eticky Prentice Hall 1992 ISBN 0136269044 Understanding Radioactive Waste R L Murray J A Powell Editor Battelle Press 1994 ISBN 0935470794 e Radioactive Waste Management Y S Tang J H Saling Hemisphere Publishig Corporation 1990 Quinto Plan General de Residuos Radiactivos Ministerio de Industria y Energia 1999 It could be obtained directly in ENRESA web page www enresa es Assessment The course grade is a weighted average of the grades obtained for attendance and participation in classroom lectures conferences technical visits and a final course homework Personal Tutorials Each lecturer has their own weekly schedule of tutorials which is announced at the beginning of the academic year Additional Information 124 Syllabus THEME 1 NUCLEAR PHYSICS 1 1 Basic concepts and structure of the matter 1 2 Ionizing radiations 1 3 Radiation matter interactions 1 4 Doses and exposure 1 5 Nuclear reactions THEME 2 NUCLEAR POWER PLANTS 2 1 Introduction 2 2 Theory of Nuclear reactors 2 3 Reactor refrigeration system 2 4 Reactor internal structure 2 5 Civil engineering of nuclear power plants 2 6 Maintenance and control during nucl
45. 466 B0 12 Club Deportivo Caminos Sports Society 1480 BO 07 07 Club Fotogr fico Caminos Photography Society 1469 EE 07 17 NUMBER ROOM Club Inform tico de Caminos Computing Society 1481 B0 07 Information Office 1400 AO 15 Delegacion de Estudiantes Students Union 1469 B0 07 Delegaci n de la Asociaci n de Ingenieros de Caminos Association of Civil Engineers Office 1463 er ID Arz Ds Head Office Subdirector de Coordinaci n Fundaci n de la Ingenier a Civil Foundation of Givil Engineering pon AET Laboratory of Physics 5451 B0 01 Laboratory of Computer Aided Design 5443 BS 07b Laboratory of Construction Engineering 18 3 TEACHING ORGANIZATION 3 1 DEGREE IN CIVIL ENGINEERING INGENIERO DE CAMINOS CANALES Y PUERTOS 3 1 1 Degree Syllabus 1991 Plan The current syllabus of the Degree in Civil Engineering ngeniero de Caminos Canales y Puertos was approved by the Consejo de Universidades Council of Universities on 27 September 1991 The aim of this plan is to form highly qualified engineers with a solid scientific foundation which permits life long learning and a general perspective in the global ambit of Civil Engineering not only in the purely technical aspects but also in those related with organisation and management aspects Additionally the large number of choices permits the student to design his or her own curriculum intensifying their knowledge in a specific field This
46. A Berenguer Ed Centro de Estudios y Experimentaci n de Puertos y Costas 1989 Design of Marine Facilities show IV Gaythwaite Ed Van Nostrand Reinhold New York Port Design Guidelines and Recommendations Ed Tapir Publishers Norway Port Engineering Peer Brauun Design and Construction of Ports and Marine Structures A Quinn Ed Mac Graw Hill New York Travaux Maritimes 2 volumes Jean Chapon Ed Eyrolles Paris Assessment Itis necessary to do the exercises set during the course The final exams will be held in June and September In the final marks the adequacy and originality of the solutions given to the examples set during the academic year and the practical exercises handed in are taken into account Personal Tutorials In working hours A specific timetable is posted in the exam period Additional Information Due to the objectives and content of this subject itis assumed that the students have studied Harbours and Coasts 126 Syllabus 1 10 11 12 13 14 15 INTRODUCTION Basic concepts Function of ports Spanish port system VESSELS CHARACTERISTICS AND DIMENSIONS Definitions Dimensions weights and capacities Ship movements Evolution and tendencies of the world fleet GENERAL CONSIDERATIONS IN THE DESIGN OF PORT WORKS Factors to consider in the design Conditions and selection of the location General criteria for the ground design Actions in
47. ANSPORT MODELS Aggregated and non aggregated models Four step models Other models TRANSPORT PROJECT EVALUATION AND CHOICE Project Evaluation in the Transport Planning Process Economic Analysis and Financial Analysis Project Evaluation in the Public Sector Uncertainty and risk in the assessment of projects Benefit Cost Analysis Multi criteria Analysis 178 Technical Project DEPARTMENT T LECTURER IN CHARGE Lecturers in the School OTHER LECTURERS YEAR 4 and 5 TYPE Option CREDITS 18 CC 12 EC Aims The technical project will consist of the carrying out and presentation by each student of a Civil Engineering project which may consist of a definition in depth of the technological aspects of a Project a Study or Report on an unconventional subject in the professional field or a project related to Research and Development in Engineering Teaching Organization The lecturers in the School will formalize their proposals for the Technical Project at the beginning of each academic year The students will be able to choose one of the subjects offered in agreement with the lecturer or lecturers who propose them and who will act as tutor or tutors of the Technical Project Bibliography e That which is indicated by the tutor or tutors in charge of the Technical Project Assessment The project will be presented in the format established in the Regulation of the Technical Project following the sugg
48. AREAS 10 ORDINANCES OF BUILDING AND ORGANIZATION 11 PUBLIC SPACE OF THE CITY 12 INSTALLATIONS OF THE CITY 13 THE OBJECTIVES OF URBAN PLANNING 168 Roads and Airports II DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Ignacio P rez P rez OTHER LECTURERS YEAR 4 TYPE Four Month option CREDITS 4 hours per week 6 CC 4 EC Aims To amplify the knowledge of the layout and the pavement design acquired in the subject of Roads and Airports The methods of exploitation of roads The blocks which the subject comprises are 1 design of intersections and links 2 concrete pavements 3 empirical and analytical methods of dimensioning of surfaces 4 preservation of roads 5 legislation and 6 airports Teaching Organization Theoretical lectures are taught and practical exercises of the set themes are put forward for four hours a week In parallel laboratory practices referring to the basic tests explained in the theoretical lectures are carried out Didactic visits to works and acts related to the aims of the subject are carried out Bibliography e Normativa vigente del Ministerio de Fomento Instrucci n de carreteras PG 3 75 modificado Instrucci n de Drenaje 5 2 1 C e Colecci n de libros Tr fico explanaciones y drenajes trazado de carreteras y firmes Kraemer C E T S de Ingenieros de Caminos de Madrid e Carreteras Urbanas Recomendaciones para su planteamiento y proyecto
49. AROQUE EUROPEAN ARCHITECTURE The plastic arts Baroque urbanism in Spain Compostela Baroque FROM ROCOCO TO NEO CLASSICISM Goya THE ARCHITECTURE OF THE 19 CENTURY The Chicago School Gaudi Evolution of the figurative arts up to expressionism IMPRESSIONISM AND POST IMPRESSIONISM THE AVANT GARDE MOVEMENTS OF THE 20 CENTURY Fauvism and Expressionism Abstraction Cubism Picasso Futurism Dada and Surrealism Other artistic movements Spain and Galicia ARCHITECTURE OF THE 20 CENTURY The problems and development of contemporary urbanism THE ARTISTIC PANORAMA SINCE 1945 The New materials The Galicia of the end of the century ART AND THE NEW TECHNOLOGIES Video and computer Photography The art markets 157 158 Engineering of Urban Sewage Systems DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Joaquin Su rez L pez OTHER LECTURERS Alfredo J come Burgos YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To improve the students capacity for design and project in solutions of the sewage systems drainage and advanced management of the waste waters of the city To make progress in the knowledge of advanced processes of purification for the elimination of nutrients and to know the strategies of management of waters in rain time Teaching Organization Three types of activities will be carried out theoretical lessons practical lectures on desi
50. Abrams Publishers Puentes y sus constructores Steinman D B Watson S R Colegio de I C C P e The Tower and the Bridge D P Billington Priceton University Press Assessment In order to pass it is necessary to submit the proposed coursework End of the year exams are held in June and September Personal Tutorials During working hours Additional Information It is assumed that the students know the computer programs of calculation of structures by the Finite Element Method 173 Syllabus 1 10 ASPECTS ASSOCIATED WITH THE PROCESS OF DESIGN Materials Admissible tensions Construction techniques Methods and models of calculation Historical experience MASSIVE STRUCTURES Materials Static schemes Behavior of materials Egyptian and Mayan pyramids Ro man constructions Obelisks Chimneys Gravity dams Loose material dams THE BEAM Prehistoric and classical examples Cantilevers Continuous beams Continuous beams on elastic supports THE ARCH Natural arches Arches in classical constructions Muslim and medieval arches Gothic constructions Arch bridges Materials used Dimensioning Arches for roof structures THE LATTICE Materials Working scheme Historical evolution Roof trusses Trussed bridges Three dimensional frameworks for roofs Relay towers Antennas PORTICOS Structural behavior Materials Processes of calculation Models of absorption of forces Building struc
51. Additional Information 43 Syllabus 1 METRICGEOMETRY Axiomatic systems Axioms of existence linking array and division Points straight and notable angles in the triangle Proportionality of segments Thales Theorem Homothetics Similarity Constructions Relations in the circumference Radical axis Harmonics Quarters Circumference beams Polar Pole of a straight line PROJECTIVE GEOMETRY Transversals in the triangle Menelao and Ceva s Theorems Harmonic relation Principle of Duality Homology determination of homologic figures coefficient axis properties Homography projectivity involution limit points Pascal and Brianchon s Theorem application Pole and polar determination and construction Homothetics homothetic figures similar figures center and axis Radical axis strength ofa point Inverse figures REVIEW OF DESCRIPTIVE GEOGRAPHY Review of interfacial systems axonometric and bounded systems alphabet of the point straight line and planes distances and angles straight and plane interactions and between planes castings and movements STUDY OF SURFACES Elements of the theory of surfaces definition generation geometric places encircling tangent plane normal in a point outlines Classifications of surfaces Polyhedrons basic structures positions sections for planes intersections REPRESENTATION OF SURFACES Pyramid Generation representation situation of a point plane sectio
52. Additional Information Students are assumed to have studied Structures I Geothechnical Engineering II Reinforced and Prestressed Concrete Steel Structures and Combined Construction 92 Syllabus A Al A4 B1 B2 B3 B4 BS PREFABRICATION INTRODUCTION Historical review Scopes Applications Procedures Standardisation and dimensional co ordination Production transport and erection BUILDING PREFABRICATION General Criteria Stability of structures under horizontal loads Connections Structural prefabricated systems used in building Prefabricated framed building structures Prefabricated building structures with panelled walls Prefabricated floors Standards and recommendations Progressive collapse and resistance to accidental loads Prefabricated fa ades BRIDGE PREFABRICATION Historical review Typologies and procedures Formal and aesthetic aspects Usual procedures in bridges prefabrication Singular construction procedures in bridges prefabrication OTHER PREFABRICATED ELEMENTS BUILDING INTRODUCTION AND PREVIOUS WORKS The activity of the Civil Engineer in Building Some aesthetic and environmental aspects Previous determining factors urban planning and Sea shores Water and Roads legislation Usual parameters controlled by Planning The objectives of the project PREPARATION OF TERRAIN FOUNDATION Field inspection Surveying Ground previous jobs demolitions and excavations Gr
53. Advanced Numerical Methods DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Fermin Navarrina Martinez OTHER LECTURERS Ignasi Colominas Ezponda and Gonzalo Mosqueira Martinez YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To study in depth the constructive methods which allow solving numerically the most frequent mathematical problems in Civil Engineering Teaching Organization The teaching activity is based four hours per week on theoretical lessons and on solving the practical exercises which are previously set In the facilities of the Centro de C lculo the students have to solve a series of application problems so that they have to prepare several FORTRAN programs as course work Bibliography Finite Elements and Approximations Zienkiewicz O C and Morgan K John Wiley amp Sons New York 1983 e The Finite Element Method Lineal Static and Dynamic Finite Element analysis Hughes T J R Prentice Hall Englewood Cliffs 1987 e Numerical Solution of Partial Differential Equations by the Finite Element Method Johnson C Cambridge University Press Cambridge 1987 Finite Elements Analysis and Applications Wait R and Mitchell A R John Wiley N amp Sons New York 1985 e Finite Elements I An Introduction II A Second Course III Computational Aspects IV Mathematical Aspects V Special Problems in Solid Mechanics VI Flu
54. AutoCAD 2000 Dix M Riley P Prentice Hall 2000 Assessment The students must pass an examination and complete a course project Personal Tutorials Tutorials are held during office hours Additional Information A good knowledge of Technical Drawing and Descriptive Geometry is required 148 Syllabus 1 History of Representation in Engineering Introduction History of representation methods Evolution of geometrical paradigms Matrix Geometrical Operators Matrix operators 2D geometrical transformations 2D geometrical transformations Projections Perspective Change of co ordinate systems Parametric curves and surfaces Interpolation and approximation Continuity Spline curves B zier curves B spline curves Base functions and knot vectors Periodicity uniformity NURBS curves Free form surfaces Modelling systems Classification of modelling systems Surface modelling Polygonal meshes Parametric meshes Solid representation Fundamentals of solid modelling theory Primitives and boolean operators Sweeping and lofting Constructive solid Geometry CSG Boundary representation B rep Spatial enumeration Topographical modelling Other specific modelling systems Architecture of personal computers Graphic workstations Components of personal computers Calculus subsystem Graphic subsystem Storage subsystem Graphic peripherals and multimedia systems Network rendering Computer visualisation
55. CTURE 147 Computer Aided Design and Visualization DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Luis A Hern ndez Ib fiez OTHER LECTURERS YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 CC Aims The course aims to teach the basis and theoretical fundamentals of Computer Aided Design Advanced Visualization and Computer Animation applied to Civil Engineering Praxis includes training on the use of CAD commercial packages to obtain blueprints and to generate realistic images of 3D models Teaching Organisation Classes last 4 hours week including theory on computer graphics and praxis using CAD programs with exercises and application to real cases for a better understanding of theoretical foundations Students must elaborate a coursework related to the 2D and 3D representation of a real case Bibliography e A History of Engineering Drawing Booker P Northgate 1979 e Computer Graphics Principles and Practice Foley J et Al Addison Wesley 1990 Computer Graphics and Geometric Modelling for Engineers Anand V J Wiley S 1993 Mathematical Elements for Computer Graphics Rogers D Adams J McGraw Hill 1990 e Procedural Elements for Computer Graphics Rogers D McGraw Hill 1985 e Advanced Animation and Rendering Techniques Watt A Watt M Addison Wesley 1992 Graphics File Formats Kay D Levine J McGraw Hill 1995 e
56. Cm sa 14 ESS Vdaracum y cu tura Socrates ESCUELA T CNICA SUPERIOR DE INGENIEROS DE CAMINOS CANALES Y PUERTOS DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY OF LA CORU A ECTS Information Package Academic year 2001 2002 CONTENTS 1 PRESENTATION and HISTORICAL PRECEDENTS 2 THE ESCUELA DE INGENIEROS DE CAMINOS 2 1 FACILITIES 2 2 STAFF 2 2 1 Academic Staff 2 2 2 Non academic Staff 2 3 ROOMS and TELEPHONE NUMBERS 3 TEACHING ORGANIZATION 3 1 DEGREE IN CIVIL ENGINEERING INGENIERO DE CAMINOS CANALES Y PUERTOS 3 1 1 Degree Syllabus 1991 Plan 3 1 2 First Cycle of the Degree 3 1 3 Second Cycle of the Degree 3 1 4 Options 3 1 5 Direct access to Second Cycle for students who have finished the first cycle of other degrees 3 1 6 Socrates and Double Degree Students 3 1 7 Information relative to each subject 3 1 7 1 First year Algebra Calculus I Technical Drawing Applied Physics Construction Materials Surveying 3 1 7 2 Second year Calculus II Structures I Metric and Descriptive Geometry Hydraulics and Hydrology I Geology and Introduction to Geotechnical Engineering Differential Geometry General and Applied to Public Works Economics Mechanics Transports and Land Use 3 1 7 3 Third year 3 1 7 6 Options Numerical Calculus Statistics Structures II Geotechnical Engineering II Continuum Mechanics Calculus III Materials Science Hydraulics and Hydrology II Reinforced and Pre
57. Compaction Dams with reservoir of traditional concrete OTHER DAMS OF LOOSE MATERIAL Reservoir dams with geomembranes Dams with asphaltic nucleus FACTORY DAMS GRAVITY DAMS Design Stability Tensional state Construction methods of dams of traditional concrete FACTORY DAMS ARCH DAMS Typology and evolution of arch dams Design Construction Methods of calculation DAMS OF CONCRETE COMPACTED WITH ROLLER Specific problems of Project and Construction SPILLWAYS Typology Hydraulic analysis Dissipation of energy Structures and Overflows DEEP OUTLETS Dimensioning Valves and Overflows VIGILANCE AND AUSCULTATION OF DAMS Magnitudes which are measured Teams of auscultation Studies and Reports on the state of safety Exploitation of dams in floods Studies to be developed 135 Bridges I DEPARTMENT Construction Technology LECTURER IN CHARGE Santiago Hern ndez Ib fiez OTHER LECTURERS YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To know the different typologies of straight bridges their structural behaviour and the construction procedure employed At the same time to be able to distinguish the methods of calculation used in their analysis Teaching Organization For four hours a week lectures in theory are given and sessions of practical exercises are held At the same time in the Laboratory of Computer Aided Calculation of Structures models of bridge decks and
58. Engineering will take place in it On the following pages are found the plans of the four floors which the School has Basement Floor Ground Floor First Floor and Second Floor Basement Floor i Laboratory Laboratory ot Materials Laboratory of pana fe ot Land se Science Geotechnology Engineering Planning Laboratory or Harbours and Coasts 1 Laboratory Laboratory of Computer Laboratory ot of Surveying Aided Highway Design Engineering Laboratory ot Hydraulics and Hydrology Laboratory ot Environmental Engineering Ground Floor Photocopy Service Laboratory ot End ot Degree pore ot Laboratory ot Numerica Graduate s Graduate s i ructures Physics Proyect Room Calculation Calculus E L Room 2 Room 1 vu AL E i w Y 21110000011 NET ue I Y i LAMA AMA ES z Grant Proyects Room Students Internet Room Holders Cafeteria Auditorium Union en z Hall Centre ot Calculus Administration Office GE Km Lecturers Rooms Bla T lt 1 Information Desk Main Access TT First Floor Lecturing Theatre 5 Lecturing Theatre I Lecturing Theatre 6 Lecturing Theatre 2 Lecturing Theatre 3 Lecturing Theatre 7 Lecturing Theatre 4 Desgn Room Library OD D gt O O D co ss Head Office A l H H A1 13 A1 015A1 16 M A120 GA12112 4
59. Estrela CEDEX 1993 Recomendaciones para el c lculo hidrometeorol gico de avenidas F Javier Ferrer Polo 1993 Assessment The final qualification of the course will be calculated by means of the partial evaluations obtained in the exercises and projects carried out by the students Personal Tutorials Atthe beginning of the academic year the lecturers will notify the schedule of the three hours per week personal tutorials Additional Information 171 Syllabus 1 10 11 INTRODUCTION Water resources Water resources integrated planning Water resources planning and land management WATER RESOURCES The drainage basing Surface water and ground water Water uses Water quality Planning objectives Planning data WATER RESOURCES ASSESSMENT The drainage basing resource balance Restitution of gauging flow data Linearity superimposition and influence functions Simulation strategies Methods of assessment STUDY OF GROUND WATER Assessment of ground water storage and resources Water balances in the soil unsaturated zone and aquifers Ground water discharges assessment Ground water exploitation and related problems Overexploitation The complete simulation and the simulation through superimposition The aquifer simulation in the management models The aggregated and distributed models Validation and calibration models Considerations about the ground water conditions of simulation Ground water models
60. HER LECTURERS YEAR 2 TYPE Compulsory Annual CREDITS 2 hours per week 6 CC 4 5 EC Aims To know to understand and to apply the methods which Descriptive and Metric Geometries give in order to solve geometrical problems and the intersection of surfaces by graphic methods Teaching Organization This is an annual subject 6 CC developed in two lessons of one hour per week in a theoretical and also theoretical practical way Bibliography e Geometr a M trica Pedro Puig Ad m Ed Nuevas Gr ficas 2 Vol Apuntes de Geometr a M trica Luciano Olabarrieta Problemas de Geometr a M trica Luciano Olabarrieta Geometr a Descriptiva Superior y Aplicada F Izquierdo Asensi t Editorial Dossat Geometr a Descriptiva Tomos I y IIl Taibo Editorial Tebar Floresl Geometr a Constructiva y sus aplicaciones Editorial Labor Assessment To pass by course An average of two partial exams and one monographic coursework together with the average of the course practices the partial exams and the coursework only will be taken into account if their marks are equal or above 3 5 out of 10 In any other case the students must make up for this doing the corresponding part in the June final examination September examination The whole contents Personal Tutorials Fixed timetable Tuesday and Friday from 12 30 to 14 00 Out of fixed timetable to be arranged between the student and the lecturer
61. I MSC Materials and constructive systems MRC Rock Mechanics MNA Avanced numerical methods PNT1 Bridges I RPH Water resources and hydraulic planning SU Urban Services TDI Decision taking in engineering U1 Urbanism 188 EXAMS TIMETABLE FOURTH YEAR HAP IP MNAE FF HS F E3 F IA IP 9 00 h 9 30 h Sm FEBRUARY em m sm mm I OH F DAV F MRC P 9 00 h 9 00 h 9 30 h DN CDE P HAP 2P PNT1 F 9 00 h 9 00 h 9 30 h at sm i 31 V TIVI IT3 F TA 2P SU F 9 00 h 9 00 h 9 00 h 12 VI 13 VI 14 VI VI am Ni 6 VI JIVI 28 VI 5 VII AM 2M CAXF OH CAF 00 h 9 00 h 9 00 h 9 30 h 8 15 2 ZNI INI TDI F HAP P EMCM F PC F om 20b 9301 TAB ELC F 9 30 h SEPTEMBER EXP HAPA DAVE TAC MRC EMCMF 9 00 h 9 00 h 9 00 h 9 00 h 9 00 h 9 30 h TX CDE F PC F PNT1 F ELC F RPH F OH F 9 00 h 9 00 h 9 00 h 9 00 h 9 00 h 9 30 h 1136 HS F SU F CA F MSC F TDKF 9 00 h 9 00 h 9 00 h 9 00 h 9 00 h 9 30 h CAXF MNA F FCL UE 9 00 h 9 00 h 9 00 h 9 00 h IP First Partial Exam 2P Second Partial Exam F Complete Course Contents Exam 189 4 5 FIFTH YEAR E T S DE INGENIEROS DE CAMINOS CANALES Y PUERTOS UNIVERSITY OF LA CORUNA ACADEMIC CALENDAR OF THE YEAR 2001 2002 October the Tectures I four month period 5 October Inauguration of the academic year 8 October Public Holiday Our Lady of the Rosary feastda
62. ID characteristic curve Types of hypothesis simple composite Symmetrical and non symmetrical tests Normal distribution contrasts of the means and the variance Contrasts of parameters of distributions Contrasts based on reason of verisimilitude Neyman Pearson Theorem Analysis oftwo groups of facts analysis of correlation Non parametric Statistics testing models graphic analysis scales Contrast E estimated parameters Contrast of Kolmogorov Smirnov graphic execution Other non parametric tests tests on more than one sample Lineal static models E Y 4X E YIX x 4 4X Extension to various variables Analysis of the variance Lineal regression Hypothesis Intervals of trust on a coefficient Contrasts on the parameters of regression analysis of the slope analysis of the independent term 61 Structures II DEPARTMENT Construction Technology LECTURER IN CHARGE Jos Angel Jurado Albarracin OTHER LECTURERS YEAR 3 TYPE Compulsory Annual CREDITS 4 hours per week 12 CC 8 5 EC Aims To complete the formation about traditional methods of calcula tion in bar structures Analysis of bar structures in second order theory Introduction to the bending of slabs and to the study of spherical and revolution shells Matrix methods for calculation of bar structures Teaching Organization For 4 hours a week theoretical lectures and exercises are carried out The students resolve structural models in the Lab
63. IMETABLE SECOND YEAR pm 2 2 2 HHI P EGAOPYE pie A lw mm gt Rj GMD IP CXP m em 7 j sm om FEBRUARY E1 1P GD F 16 00 h 16 00 h E FTE 3 HHIGP BN OV O WE GMDQP 16 00 h 16 00 h OM JM _ BM IMTCP 16 00 h HART 9 30 h GMD F 9 30 h md IMT 9 00 Y 16 00 16 00 h MF 9 30 h MTE EGAOP F 9 30 h IP First Partial Exam 2P Second Partial Exam F Complete Course Contents Exam 185 4 3 THIRD YEAR E T S DE INGENIEROS DE CAMINOS CANALES Y PUERTOS UNIVERSITY OF LA CORU A 1 October Start of the lectures 1 four month period Sth October Inauguration of the academic year 8 October Public Holiday Our Lady of the Rosary feastday 12 October Public Holiday Spanish National Holiday 1 November Public Holiday All Saints Day 6 December Public Holiday Day of the Spanish Constitution 8 December Public Holiday The Immaculate Conception 22 December until 7 January Christmas Holidays 21 January Last day of lectures 1 four month period 2274 January Public Holiday St Domingo of the Way 23RD January until 9 February Exam Period 28 January Public Holiday St Thomas 11 and 12 February Public Holiday Carnivals 13 February Start of the lectures 2 Four month period 19 March Public Holiday St Joseph 23 March until 1 April Easter Holidays 1 May Public Holiday Labour Day 17
64. IOUR OF A CONTINUOUS MEDIUM Spherical and deviatoric stress tensors Haig Westergaard s representation Plastificaction curves and surfaces Bridgman s and Lode s tests Plastification criteria Rankine Lame Beltrami and Haig Von Mises Hencky Mohr ELASTIC PLASTIC BEHAVIOUR OF CROSS SECTIONS D AXIAL FORCES AND PURE BENDING Plastic moment concept Shape factor Sections with one or more symmetry axis Residual stresses with different moment signs Plastic hinge concept ELASTIC PLASTIC BEHAVIOUR OF CROSS SECTIONS ID SIMPLE AND COMPOUND BENDING Deformation hypothesis Rectangular section I Sections PLASTIC ANALYSIS OF BEAMS AND PORTICOS Isostatic beams Hyperstatic simple beams Continuous beams Porticos in plastic state Static method Kinematic method VISCOELASTIC BEHAVIOUR OF A CONTINUOUS MEDIUM Viscoelastic models Maxwell s models Voigt s models Linear standard model Creep and relaxation functions Viscoplastic solids FLUID MECHANICS Navier Stokes equations Superficial stress and boundary conditions in a free surface Parallel plane flow in an horizontal pipe Non viscous fluids 67 Calculus HI DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Ignasi Colominas Ezponda OTHER LECTURERS Gonzalo Mosqueira Martinez YEAR 3 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 EC Aims To know and to apply the main results of the classical examples in Mathemati
65. ITEEC Bibliography Hormig n Armado y Pretensado I Murcia J Aguado A y Mari A R Edicions UPC Barcelona 1993 e Hormig n Armado 14 Edici n basada en la EH E ajustada al C digo Modelo y al Euroc digo Jim nez P Garc a A y Mor n F Gustavo Gili Barcelona 2000 EHE Instrucci n de Hormig n Estructural Ministerio de Fomento Madrid 1999 Design of Prestressed Concrete Structures Lin T Y Burns N H John Wiley amp Sons New York 1981 Hormig n armado y pretensado Ejercicios Mar A R Aguado A Agull L Mart nez F Cobo D Edicions UPC Colecci n Politext Barcelona 1999 e Proyecto y c lculo de estructuras de hormig n Tomos I y II Calavera J Intemac 1999 e LaEHE explicada por sus autores Coordinador de la obra Garrido A Leynfor Madrid 1999 Prestress concrete analysis and design Naaman A McGraw Hill 1982 Prestress concrete basics Collins y Mitchel Canadian PCI 1987 e Manual de Aplicaci n de la EHE Materiales ejecuci n control Comentado Garrido A Leynfor Madrid 1999 Assessment During the course some practices are set for the students which are necessary to pass the subject besides laboratory practices Two assessment exams are held during the course If any of the partial exams is not passed the final examination will take place in June and September Once the examination is pa
66. Light object interaction Lambert model Specular model Phong model Local illumination Gouraud method Phong Method Global illumination Ray Tracing Radiosity Hybrid methods Materials texture maps and procedural textures Lights and shadows types and properties Cameras Rendering Properties of the final image Graphic File Formats Coding and storage Raster formats description and features Vector formats Compression algorithms Visualisation of large models Large model Efficient model The rendering pipeline Modelling strategies Actions on the geometry Actions on the textures Actions on the illumination Adjusting rendering parameters for efficiency Application on frame by frame and realtime animation PRACTICAL WORK Learning and use of conventional programs of aided design three dimensional modelling and advanced visualisation 149 Optimum Design of Structures DEPARTMENT Construction Technology LECTURER IN CHARGE Santiago Hern ndez Ibafiez OTHER LECTURERS Juan Carlos Perezzan Pardo YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To define the approach to the problem of optimum design of structures To teach the methods of linear optimization and the most habitual non linear methods To describe the concept of analysis of sensibility and the methods of achieving it To show applications of optimum design in different structural typologies To inform students of the fe
67. May Public Holiday Galician literature festivity 28 May Last day of lectures 2 Four month period 29 May until 6 June Exam period 1 until 28 September Exam period TIMETABLE THIRD YEAR Monday Tuesday Wednesday Thursday First Four Month Period MMC nn em nass gt r uc C y y 16001650 Pt 1700 1750 Pt d 45 EID es i PG BA O HA ooo 12 45 13 35 13 45 14 35 ER 16 00 16 50 700730 HA COMPULSORY COURSES CN Numerical Calculus ETD Statistics E2 Structures II IT2 Geotechnical Engineering II CMT Materials Science MMC Continuum Mechanics C3 Calculus MI HH2 Hydraulics and Hydrology II OPTIONS FREE CONFIGURATION COURSES HA History of Art PI Landscape in Engineering 186 EXAMS TIMETABLE THIRD YFAR FEBRUARY 23 1 24 1 25 1 26 11 sar P s MMC PIPOT mm mm sm PIF CN 1P HHXF 9 aul h rn 9 00 h MX MX HAF HH2 F 9 00 h 9 00 h AR TR CNF 9 00 h 13 1X IX PAD REGER gt rer Sa IP First Partial Exam 2P Second Partial Exam F Complete Course Contents Exam VAGT 9 00 h CMT P ETD F IT2 F 9 00 h 9 00 h al h 187 4 4 FOURTH YEAR E T S DE INGENIEROS DE CAMINOS CANALES Y PUERTOS UNIVERSITY OF LA CORUNA ACADEMIC s nae OF THE YEAR 2001 2002 O e Iectures T four month period E October Pug of the academic year 8 October Public Holiday Our Lady
68. NS IN ATMOSPHERE OF UNCERTAINTY Principles of rationality Criteria of decision Wald Maximax Minimax Hurwicz and Savage Critique of the principles Rubin s principle principle of insufficient reason DECISIONS WITHOUT EXPERIMENTATION Bayes Decision Function of loss Bayes risk Geometric Interpretation Calculation of minimax decisions move favourable distribution Alternatives to minimax DECISIONS WITH EXPERIMENTATION Atmosphere of risk Bayes Risk and Decision Atmosphere of uncertainty Scrambling and minimax decisions Function of cost associated with experimentation SYNTHESIS OF JUDGEMENTS Approaching the problem Functions of aggregation Synthesis of uniform opinions Generalization to other distributions 166 Urbanism I DEPARTMENT Architectonic Projects and Urbanism LECTURER IN CHARGE Juan Creus Andrade OTHER LECTURERS Carlos N rdiz Ortiz YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To introduce the student to the knowledge of urbanism understood as the science which orders the territory and the activities which are carried out on it The course is based on the analysis of the models and elements of organization and will serve as introduction and complement to the rest of the subjects in the field Teaching Organization For 4 hours a week theoretical and practical lectures will be imparted The students will analyze different proposals of organizat
69. NT OF WATER SUPPLY FREE DECANTATION COAGULATION FLOCCULATION DECANTING SPECIAL SETTLING TANKS FILTERING RAPID FILTERING DISINFECTING CHLORINATING OZONATION SPECIAL TREATMENTS WATER DISTRIBUTION NETWORKS DRAINS NETWORK PURIFYING WASTEWATER PRETREATMENT PRIMARY TREATMENTS BIOLOGICAL TREATMENTS BASICS BACTERIAL BEDS ACTIVE SLUDGES TREATMENT AND REMOVAL OF SLUDGES THICKENING STABILIZATION OF SLUDGES DEHYDRATATION AND REMOVAL OF SLUDGES PURIFYING OF A R U OF SMALL COMMUNITIES NATURAL PURIFYING RE USE OF WATER ENVIRONMENTAL IMPACT 78 Harbours and Coasts DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Juan R Acinas Garcia OTHER LECTURERS Ricardo Babio Arcay YEAR 4 TYPE Compulsory Annual CREDITS 3 hours per week 9 CC 7 EC Aims To acquire the basic knowledge and capacities which deal with the area of Harbours and Coasts To understand the dynamic phenomena involved in the oceanic atmospheric and coastal environment To give response to the problems that the shore harbours and coasts pose in Civil Engineering To know the actions of engineering upon the shore as well as their impact in the environment especially on the sea shore Teaching Organization During three hours a week lectures will be made up of theory and will outline and solve examples aiming to achieve the participation of the student Different applications will be proposed which will form the coursework Bibl
70. OF PHOSPOROUS Typical lines of process Chemistry of the elimination of phosphates Effects on the treatment of sludges DEPHOSPHATATION BY BIOLOGICAL MEANS Bases of the processes Basic configurations Treatment of sludges Dimensioning CONCLUSIONS CONTAMINATION OF URBAN RUN OFF WATER NEW TECHNIQUES OF MANAGEMENT OF RAIN WATERS Problems Contamination of urban runoff water Problems of impacts of receptor medium Management techniques Integration of the sewage systems DESIGN OF BIOLOGICAL PROCESSES WITH THE AID OF COMPUTER PROGRAMS FORMULATION OF A MODEL Equations of balances of materials Equations of transport of materials Simplifying hypotheses Stoichiometry matrix Model components Characteristics of the wastewaters against the construction of a kinetic model AQUASIM 2 0 Characteristics Description of types of variables Implementation Practical case Application to bacterial beds EDAR 1 0 Characteristics Implementation Practical case application to a system of active sludge with nitrification denitrification 160 Materials and Constructive Systems DEPARTMENT Construction Technology LECTURER IN CHARGE Cristina V zquez Herrero Manuel F Herrador Barrios OTHER LECTURERS Fernando Martinez Abella YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To improve the knowledge in Construction Engineering covering new construction materials analysis methods and construction of parti
71. OM THE 16 CENTURY TRANSPORT AND LAND IN THE 18 CENTURY THE CITY OF THE ILLUSTRATION BAROQUE AND MILITARY URBANISM TRANSPORT AND LAND IN THE 19 CENTURY THE CITY OF THE 19 CENTURY THE SUBURB AND INTERIOR REFORM TRANSPORT IN THE 20 CENTURY FORMS OF URBAN GROWTH IN THE 20 CENTURY TERRITORIAL SYSTEMS AND TRANSPORT NETWORKS INFRASTRUCTURES OF TRANSPORT AND THE ENVIRONMENT 56 3 1 7 3 THIRD YEAR 57 Numerical Calculus DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Ignasi Colominas Ezponda OTHER LECTURERS Fermin Navarrina Martinez and Gonzalo Mosqueira Martinez YEAR 3 TYPE Compulsory Annual CREDITS 4 hours per week 12 CC 8 5 EC Aims To know to understand and to apply the main numerical methods for solving the most common problems in Civil Engineering Teaching Organization The theoretical and practical lectures extend for four hours per week developing the fundamental theory and solving the exercises and practical problems previously set In the Centre of Calculus of the School the students must solve a set of application problems by devising several FORTRAN codes as a part of the work of the course Bibliography C lculo Num rico M todos Aplicaciones Carnahan B Luther H A y Wilkes J O Editorial Rueda Madrid 1979 A First Course in Numerical Analysis Ralston A y Rabinowitz P Mc Graw Hill New York 1978 Introduction to Numerical Analysis
72. ONTING NATURE SCALES OF APPROXIMATION TO LANDSCAPE OF ENGINEERING METHODS OF ANALYSIS AND ASSESSMENT OF THE LANDSCAPE THE NATURAL LANDSCAPE THE RURAL LANDSCAPE THE URBAN LANDSCAPE THE LANDSCAPE OF THE BRIDGE THE LANDSCAPE OF THE ROAD THE LANDSCAPE OF PORTS THE COASTAL LANDSCAPE THE FLUVIAL LANDSCAPE gt uo tnum m m Vu 176 Transport Planning DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Alfonso Orro Arcay OTHER LECTURERS Margarita Novales Ordax YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To explain the essential features of Transport Planning The Planning Process Spanish and European Transport Politics Planning Studies Transport Models Transport Project Evaluation and Choice Teaching Organization The theoretical lectures are carried out together with the solving of some examples and practical problems 4 hours per week Bibliography e Modelling Transport 2 Ed Ort zar J de D Willumsen L G John Wiley amp Sons West Sussex England 1994 e Modelos de Demanda de Transporte 2 Edici n Ort zar J de D Alfaomega Ed Universidad Cat lica de Chile M xico 2000 e Manual para la evaluaci n de inversiones de transporte en las ciudades AA VV Centro de Publicaciones M de Fomento Madrid 1996 e Transportation Planning Handbook AA VV Institute of Transportation Engineers Prentice Hall New Jersey 1992
73. PTS OF MEF AND APPLICATIONS Simple models of One dimensional Finite Elements Introduction Assembly Geometric Interpolation Numerical integration Organization of a computer program Applications transmission of heat lineal elastic members piece under traction one dimensional seepage Two and three dimensional Finite Elements Shape functions Isoparametric elements Techniques of numerical integration Applications Poisson s equation lineal elasticity Introduction and basic methodology Exact integration and modal decomposition Equations of First Order Single Step methods Multiple Step methods stability Equations of Second Order INTERACTIVE METHODS FOR SYSTEMS OF LINEAL EQUATIONS Introduction Classification of available techniques Criteria of inversibility Notions of validity and precision Generalities of iterative methods Global description of iterative methods Chebyshev s Acceleration Conjugated Gradients Jacobi s Method for elements and blocks Gauss Seidel Method for elements and blocks Relaxation Method Coefficient of optimum ratio Coefficient of adaptive ratio Application to the solution of differential equations Comparative analysis of different methods SOLUTION OF NON LINEAL SYSTEMS Introduction Origins of Non Lineal problems Linearisation of problems Existence and uniqueness of solutions Convergence Elemental Methods Successive Approximations and Fixed Point methods Generalization of iterative
74. QUANTIFICATION Rheological behavior of geological materials Stress in rock massifs Origin of short intermediate and long duration stresses Stress measurement Hydraulic fracturing and flat jack tests Overcoring Measurements made directly on the rock surface MATRIX ROCK PROPERTIES TESTS TENSO DEFORMATIONAL BEHAVIOR OF THE ROCK MATRIX Identification tests Classification tests Alterability durability tests Mechanical tests Fragile vs ductile behavior Dilatancy Confining pressure effect The water effect effective stress The effect of stiffness in test machines Conceptual model for micro joint joint propagation Failure concept Hoek and Brown Criterion Joints and anisotropy MECHANICAL BEHAVIOR OF JOINTS Experimental study Compression behavior Shear behavior Joint strength Patton s Law Jaeger s Criteria Barton s Criteria Hoek s Criteria Ladanyi Archambault s Criteria The influence of fillings cements water rock bridges roughness heterogeneity on the strength of joints ROCK MASSIF STRENGTH The role of rock matrix The role of joints Matrix joint integration models Hoek and Brown model Geomechanical classification Barton Bieniawski SURVEY TECHNIQUES Electromagnetic spectra and teledetection Aerial photographs Geometric description of stereophotographic pairs Information strips in aerial photographs Scale determination Identification of valleys and watersheds Identification of lineations Id
75. R 2 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 5 EC Am To analyze the working mechanisms of an economy from a global point of view To make an introduction to the generality of economic problems in the companies and the different existing approaches for their resolution To study the Economy of Construction as an economic activity within the General Economy Teaching Organization Throughout the course lectures on theory are given and practical cases are commented on The students distributed in teams must do a coursework Bibliography Econom a Teor a y Politica Mochon Morcillo F 1994 Ed McGraw Hill Madrid Introducci n a la Econom a Positiva Lipsey R G 1993 Ed Vicens Vives Barcelona Economia Wonnacott R J Wonnacott P 1992 Ed McGraw Hill Madrid Curso de Econom a Gonz lez Paz J 1998 Ed Debate Volumes I II and III Madrid Econom a Samuelson P y Nordhaus W D 1993 Ed McGraw Hill Madrid e Econom a Fischer S Dornbusch R y Schmalense 1992 Ed McGraw Hill Madrid Assessment Final exams will be held in February and September and the coursework carried out in teams throughout the academic year will be taken into account Personal Tutorials In working hours Additional Information 51 Syllabus 1 10 BASIC CONCEPTS SUPPLY AND DEMAND The concept and method in Economics Shortage and choice The
76. R ELEMENTS SUBJECTED TO SHARP FORCES Tangent tensions produced by shear force Open thin sections Closed sections of one or several enclosures Energy of buckling CALCULATION OF MOVEMENTS IN BAR STRUCTURES Integration of the differential equation associated with buckling Integration of buckling Bresse Formulas Mohr s Theorems HYPERSTATIC GIRDERS Girders of one or two spans Forces created by movements in the supports Interior articulations Elastic supports Symmetry and antimetry FLAT STRUCTURES OF RIGID JOINTS ELEMENTAL PORTICOS Hypothesis of buckling Translationality and intranslationality Symetry and antimetry Equations of rigidity of the straight bar to bending Resolution of plane porticos Inclined bars Semirigid links PLANE ORTOGONAL GRILLAGE Equations of rigidity to bending and torsion of the bar Fixed articulated and semirigid links Symetry and antimetry Cantilever beams STRUCTURES FORMED BY CURVED BARS ELEMENTAL ARCHES Concept of antifunicular line and structure Arches of parabolic and circular direction Trussed and bi fixed arches Interior articulations Arches with assymetry Symetry and antimetry LINES OF INFLUENCE Concept of line of influence Principle of Virtual Works Theorem of reciprocity Lines of influences of reactions forces and movements 42 Metric and Descriptive Geometry DEPARTMENT Industrial Engineering LECTURER IN CHARGE Jes s Mar a Urrutia y de Lambarri OT
77. RATION OF RIVERS A Fluvial morphology B Channelling C Hydraulics of bridges D Ecological discharge E Access mechanisms for fish 88 3 1 7 5 FIFTH YEAR 89 Projects and Works Organization and Management DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE C sar Garcia Cordovilla OTHER LECTURERS YEAR 5 TYPE Compulsory Annual CREDITS 3 hours per week 9 CC 6 EC Aims To understand that the project planner abided by multiple conditions of technical legal and property character faced with a certain problem must provide with valid alternatives choose the optimum one and bring it to fruition foreseeing the problems of its construction To know the technical economic and legal framework as well as the construction and planning processes of the works Teaching Organization For three hours weekly classes in theory are given and practical exercises resolved During the course five visits will be carried out to installations of nearby works Three conferences will be held At the same time the students should carry out a course project on a construction topic Complementary activity practical exercise trip Bibliography e Gu a metodol gica y pr ctica de proyectos Morilla Abad I ETSICCP Madrid Manual de gesti n de las obras de contrataci n p blica Rubio Gonz lez A Manual de Contratos del Estado Garcia Ortega P La ejecuci n del contrato de obra p blica J
78. S Reactions in isostatic structures formed by girders Reactions in frames and isostatic arches Concept of interior forces in a section Equations of balance of the basic slice Securing of forces in isostatic structures of articulated joints Cable structures Funicular curves RELATIONS OF TENSIONAL EQUILIBRIUM IN ELASTIC SOLIDS Tensor of tensions on a point Equations of equilibrium internal and in the boundary Tensions and principle directions Maximum tangential tensions Mohr s circle RELATIONS BETWEEN MOVEMENTS AND STRAIN Strain tensor Principal directions of strain Directions of maximum tangential strain Conditions of compatibility RELATIONS TENSIONS STRAINS CONSTITUTIVES EQUATIONS Models of behavior of materials Constitutive equations of lineal elasticity Module of transversal elasticity Sup erimposition of tensional states Strains and tensions for thermal variations Energy of strain in lineal elasticity BAR ELEMENTS SUBJECTED TO AXLE FORCE AND FLECTION Tensions and deformations in sections with axial and bending forces Tensions and strain s in sections with axial and bending forces Sections composed of various materials Strain energy Central nucleus BAR ELEMENTS SUBJECTED TO UNIFORM TENSION Tensions and strains in uniform torsion Circular sections Solid sections Open sections of thin walls with arbitrary shape Closed sections of one or several areas Sections without buckling Energy of buckling BA
79. S Jos A Orej n Pajares Juan I V zquez Pefia YEAR I TYPE Compulsory Annual CREDITS 4 hours per week 12 CC 9 EC Aims The course is designed to give theoretical and practical knowledge of physical chemical mechanical and technological properties of those materia Is most commonly used in Civil Engineering and thus learn how to use them correctly Teaching Organization Bibliography Teaching is divided into theoretical lectures and practical lectures with application of the theory and laboratory sessions Guided visits to factories laboratories and worksites related to the course will take place during the term Materiales de Construcci n Camufias A Guadiana de Publicaciones Madrid 1974 El Cemento Portland y otros aglomerantes Gomd F Editores T cnicos Asociados Barcelona 1979 Hormig n Fern ndez M Serv de Publicaciones R O P E T S I Caminos Madrid 1991 Materiales Met licos de Construcci n Alaman A Serv de Publicaciones R O P E T S I Caminos Madrid 1990 Materiales Bituminosos Fern ndez M Serv de Publicaciones R O P E T S I Caminos Madrid 1990 Lecture notes Assessment Two assessment tests will be provided Each test is divided in a series of blocks covering different contents and a minimum grade may be required in each of them A minimum of 4 out of 10 in each test and an average of 5 out of 10 must be obtained to pass Students failing
80. Static and dynamic fatigue Stress strain diagram Modulus of elasticity Creep Testing Attacks Reinforcement corrosion Durability BITUMINOUS MATERIALS History Classification Composition Production Bitumen tar and bituminous emulsions Properties and testing Codes specifications and classifications Use in construction road pavements waterproofing Durability METALLIC MATERIALS General properties Testing Metallography and structure Equilibrium systems phase rule Oxidation and corrosion Iron and steel industry Cast iron Blast furnace Steel Casting refinement Converters and electric furnaces Iron and steel products Thermic treatment Non ferrous materials Aluminum production properties and usage Metal working forging rolling pulltruding covering molding welding mechanizing Iron and steel products in construction structures railways reinforcing prestressing pipelines POLYMERS Composition and typology Production Mechanical electrical optical and thermal properties Chemical resistance Shaping processes Foams Use in construction 35 Surveying DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Antonio L pez Blanco OTHER LECTURERS Angel Gonz lez del Rio and Jos A Serantes Barbeito YEAR I TYPE Compulsory Annual CREDITS 3 hours per week 9 CC 6 5 EC Aims To acquire the set of essential techniques to obtain measurements form plans established layouts
81. T Construction Technology LECTURER IN CHARGE Santiago Hern ndez Ib fiez OTHER LECTURERS YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To describe the advanced typology of metallic concrete and mixed bridges To know the behaviour of bridges in the aeroelastic phenomena Teaching Organization For four hours a week lectures in theory are given and sessions of practical exercises are held At the same time in the Laboratory of Computer Aided Calculation of Structures models of bridge decks and models of complete structures of bridges are designed to be resolved by means of Finite Elements programs Bibliography Menn C Pretensed Concrete Bridge Springer Verlag Viena Manterola J Puentes III E T S Ingenieros de C C y P Madrid Recomendaciones para el proyecto de puentes mixtos RPX 95 Ministerio de Fomento Gimsing N J Cable Supported Bridges John Wiley amp sons Inc New York Simiu E amp Scalan R H Wind Effects on Structures Fundamentals and Applications to Design John Wiley amp sons 1996 e Rosignoli M Launched Bridges ASCE Press Assessment In order to pass the exam it is necessary to do the set course projects Two final exams will be held in June and in September Personal Tutorials During working hours Additional Information It is assumed that the students know the computer programs of structure calculation by the Finite
82. TICS Velocity and acceleration Cartesian and intrinsic coordinates Orthogonal curvilinear coordinates polar cylindrical and spherical Interpretation KINEMATICS OF RIGID BODIES Field of velocities Tangent helicoidal axis Instantaneous centre of rotation Base line and rolling circle Field of accelerations Steady and inflexion circumference Acceleration pole PARTICLE DINAMICS Newton s laws applied to particular physical problems Resultant force as a function of velocity and location Polar coordinates DINAMICS OF PARTICLE SYSTEMS Newton s laws Energy principles Linear and angular momentum Observations from a moving reference system Kinetic energy Angular momentum principle MASS GEOMETRY Inertia matrix Definition Inertia properties Invariants Components Steiner principle and applications Inertia ellipsoid DINAMICS OF RIGID BODIES 3D Tensional study of the motion of rigid bodies in three dimensions Linear and angular momentum Energy principles Newton s laws Euler equations Kinetic energy equations ANALYTICAL DINAMICS D Alembert method Generalized forces Lagrange s equations Conservation theorems Hamilton s principle STATICS Statics of a particle Constraints or links between a surface and a curve Stable equilibrium Statics of rigid bodies and systems of rigid bodies States of equilibrium ANALYTICAL STATICS Variational formulation applied to statics of systems Method of vi
83. The autonomous jurisdiction The state laws within the framework of transference and delegation 4 Galician autonomy origin and evolution The Statute of Autonomy of Galicia Structure and contents Extension of state Law ADMINISTRATIVE LAW GENERAL PART 5 The Constitution as juridicial law The Law Concept and types Dispositions of the executive with force of law Decrees and legislative decrees 6 The regulations Concept and types The limits of regulatory power 7 The administrative process Concept and nature The Legal System Law of the Public Administrations and Common Administrative Proceedings ambit of application and principles Phases of administrative processes Initiation distribution instruction and termination Administrative silence The prior reclamations to the prosecution of civil and laboural actions 8 Administrative appeals Concept and types General requirements of administrative appeals Appeal matters legitimization and competent organ Ordinary appeal and of review Contentions administrative appeal 9 Administrative contracts Nature characteristics and classes Elements Subject object cause and form Forms of contract 10 Content and effects of administrative contracts Fulfillment of administrative contracts Risk fortune and acts of God in the administrative contracting Revision of prices Termination of contracts Cession and subcontracting of administrative contracts 11 special reference to contr
84. Y VARIED MOVEMENT OUTLETS AND SPILLWAYS PHYSICAL MODELS INTRODUCTION TO HYDROLOGY PRECIPITATION EVAPORATION TRANSPIRATION AND INTERCEPTION INFILTRATION AND SOIL HUMIDITY SURFACE RUNOFF ANALYSIS OF CAPACITY HYDROGRAPH ASSOCIATED TO A PRECIPITATION FLOODS IN RIVERS SUBTERRANEAN HYDROLOGY BASIC CONCEPTS SUBTERRANEAN HYDROLOGY EQUATIONS AND METHODS UPTAKEHYDRAULICS 46 Geology and Introduction to Geotechnical Engineering DEPARTMENT Construction Technology LECTURER IN CHARGE Jordi Delgado Martin Francisco Padilla Benitez Jorge Molinero Huguet OTHER LECTURERS YEAR 2 TYPE Compulsory Annual CREDITS 4 hours per week 12 CC 9 EC Aims To introduce the student to key concepts of geology and elemental geotechnics through the methodological and practical analysis of problems of interest for the Civil Engineer Teaching Organizaci n Lectures 4 hours each week including theoretical concepts and problems In addition a laboratory coursework and a field trip is included as a main part of the course Bibliography Geograf a F sica Strahler A N Omega 1977 Geolog a de Espa a Comba J A Ed IGME 1983 Geotecnia y Cimientos I y II Jim nez Salas J A Justo J L Rueda Madrid 1975 and 1981 respectively Fundamentals of soil behaviour Mitchell J K John Wiley Londres 1993 Ciencias de La Tierra Tarbuck and Lutgens Prentice Hall Madrid 1999 Assessme
85. act works 12 Force expropriation and powers of expropriation Nature and justification Subjects object and cause The expropriation process in general Jurisdictional guarantees ADMINISTRATIVE LAW PARTICULAR PART 13 Juridicial regime of roads Classification of roads Limitation of property Autonomo us jurisdiction Roads of provincial ownership or other ownerships 14 Legal control of water Limitations of property Autonomous jurisdiction The water management bodies 15 Legal control of the coasts Limitations of property Autonomous jurisdiction Urban implications 16 Legal control of ports Classifications of ports Autonomous jurisdiction Port Management bodies 17 Legal government of transport The Law of Distribution of Land Transport and its Regulation The Organic Law of Delegation of Faculties of the State in the Regional Communities 18 Legal government of the Atmosphere The principle of he who pollutes must pay Galician sectorial legislation Tax Law for Pollution 19 Legal government of the land Antecedents and current reg ulation Urban government of the property of land Instruments of planning 20 Systems of execution of the Planning System of appraisments 21 Regional jurisdiction Analysis of the sentence of the Constitutional Tribunal of 20 March 1997 Special reference to Galician urban legislation 22 Legal government of housing Officially protected housing Direct promotion and private promotion Pu
86. am Laginha Seraf n Balkena Earth and Earth Rock Dam Sherard John Wiley Sons N York Presas de Tierra y Enroscamiento Marsal Limusa Geothechnical Engineering of Embankment Dams Tell and others Balkena e Design of Small Dams U S Bureau of Reclamation Assessment In order to pass it is necessary to have done the course projects Final exams are held in June and September Personal Tutorials During afternoons of the week days Additional Information 134 Syllabus 1 10 11 12 13 14 15 16 17 18 19 20 21 22 INTRODUCTION TO THE STUDY OF DAMS Reasons for building a Dam Types of dams Dams through history LESSONS OF ACCIDENTS Exposition of various dam accidents and lessons to be learnt ACTIONS TO CONSIDER Forces which act on the dam STUDY OF FLOODS Probabilistic and determinist methods Flood of project and maximum flood Recommendation to adopt regarding the flood KNOWLEDGE OF THE DAM Geological and geotechnical investigation Determining the parameters of foundations Localising materials CONSTRUCTION OF DAMS AND ACTIVITIES COMMON TO ALL TYPES OF DAMS Planning Diversion of River Excavation Treatment of the land DAMS OF LOOSE MATERIALS Homogenous dams and with nucleus Filters and drains Nucleus and verges Stability Construction methods ROCKFILL DAMS WITH RESERVOIR Rockfill as construction material
87. ation Combined use of surface and subterranean waters QUALITY AND CONT AMINATION OF WATERS Natural quality of river and aquifers water Contamination types of contaminants and their problems Regeneration Prevention of contamination APPLICATIONS OF HYDROLOGY IN CIVIL ENGINEERING Evaluation of hydrous resources for different uses Dimensioning of civil works dams Studies of stability of works Works of surface and subterranean drainage Flow through tunnels HYDROLOGY IN GALICIA AND SPAIN Hydrological planning Hydrological plans Available hydrous resources Uses of water Principal hydrologic problems Floods Dry periods Environmental hydrologic problems Wetness Contamination of hydrous resources 73 3 1 7 4 FOURTH YEAR 74 Reinforced and Prestressed Concrete DEPARTMENT Construction Technology LECTURER IN CHARGE Fernando Martinez Abella OTHER LECTURERS Cristina V zquez Herrero Manuel F Herrador Barrios YEAR 4 TYPE Compulsory Annual CREDITS 3 hours per week 9 CC 7 EC Aims To teach fundamentals of the behaviour of reinforced and prestressed concrete structures and to provide a basis for the student to design build and maintain this type of structures Teaching Organization There are three lectures per week dedicated to theory and practice In addition construction site visits will be organised and laboratory practices will be developed in the Construction Engineering Laboratory and the C
88. ation HAP2 Reinforced and prestressed concrete II IM Maritime engineering IN Nuclear engineering U2 Urbanism II IAOI Environmental impact of engineering works IP Harbour engineering ISU Engineering of urban sewage systems PT Transport planning PNT2 Bridges II PRS Dams SE Expert systems TE Tipology of structures 190 EXAMS TIMETABLE FIFTH YEAR 23 1 24 11 25 1 26 1 2 9 FEBRUARY OGPO 1P SE F HAP2 F on son iw IM F OTU F TE F ITRP F IAOI F HIC F 9 00 h 16 00 h 9 30 h Wi INC OGE F OGPO 2P PRS F DEP F 16 00 h 1600 pm pm um 0 1 1 0 2 VI 6 VI VI VI V CE OTU F PT F demon asna 3 ETFO F OGPO F ISU F 16 00 h 16 00 h 16 00 h avi IRPA 16 00 h 16 00 h Deadline for the submission of End of Degree Projects and Technical Projects 5 VII 2002 SEPTEMBER MX SIX TAX OGPO F SE OGE E HAP2 F IRPA CRTA 16 00 h 16 00 h 16 00 h 16 00 h 16 00 h 9 30 h HIC F TE F OTU F IME LE IAOKF 16 00 h 16 00 h 16 00 h 16 00 h 16 00 h 9 30 h EP INF PRS U2F PNT2 F IP 16 00 h 16 00 h 16 00 h 16 00 h DEP E DOEF CEP ISU ETFC F PTW 16 00 h 16 00 h 16 00 h 16 00 h 16 00 h 9 30 h Deadline for the submission of End of Degree Projects and Technical Projects 30 1X 2002 IP First Partial Exam 2P Second Partial Exam F Complete Course Contents Exam 191
89. atures of the computer programs of optimum design that currently exist Teaching Organization Theoretical lectures will be imparted for four hours a week and proposed problems will be solved in the practice papers In the Laboratory of Computer Aided Calculation of Structures optimum designs of structures will be obtained through the programs ADS and COSMOS M Bibliography e M todos de dise o ptimo de estructuras Santiago Hern ndez Colegio de Ingenieros de Caminos C y P e Numerical Optimization Techniques for Engineering Design With Applications G N Vanderplaats McGraw Hill Elements of structural Optimization R T Haftka Z Gurdal amd M P Kamat Kluwer Academic Introduction to Optimum Design U Kirsch McGraw Hill Introduction to Optimum Design J Arora McGraw Hill Assessment In order to pass the course it is necessary to have performed and passed the course work Exams will be held at the end of June and September and in the final mark the mark of the exam and the course work it will be taken into account Personal Tutorials During working hours Additional Information It is very convenient to have studied Structures III 150 Syllabus 1 10 11 12 APPROACH TO OPTIMUM DESIGN The design in engineering Conventional methods Concepts associated with design Fixed and variable factors Conditions Quality of design Formulation of optimum design Variabl
90. ay St Joseph 23 March until 1 April Easter Holidays 1 May Public Holiday Labour Day 17 May Public Holiday Galician literature festivity 28 May Last day of lectures 2 Four month period 29 May until 6 June Exam period 1 until 28 September Exam period Woh dy E A ES EE O ES Bs as Coms o i 83992 P 31020 P EN se ETE EE EET eee COMPULSORY COURSES A Algebra C1 Calculus I DT Technical Drawing FA Applied Physics MC Construction Materials T Surveying OPTIONS FREE CONFIGURATION COURSES IT Technical English 182 EXAMS TIMETABLE FIRST YEAR FEBRUARY 207 FA IP Oo Jen AGP TOP am JM s 4M1 C1 1P MC 1P DT 1P 16 00 h 16 00 h 16 00 h SEPTEMBER 211X ANX 6 IX T F FA F MC F 9 IX IP First Partial Exam 2P Second Partial Exam F Complete Course Contents Exam 183 4 2 SECOND YEAR E T S DE INGENIEROS DE CAMINOS CANALES Y PUERTOS UNIVERSITY OF LA CORUNA ACADEMIC I E OF THE YEAR 2001 2002 O su October 8 October 12 October 1 November 6 December 8 December 22 December until 7 January 21 January 22 January 23 P January until 9 February 28 January 11 and 12 February 13 February 19 March 23 March until 1 April 1 May 17 May 28 May 29 May until 6 June 1 until 28 September four month period FER of the academic year Public Holiday Our Lady of the Rosary feastday
91. bject and a practical component which tries to confront the student with the previous approaches to the project through the language of reality itself Bibliography e I Jornadas Internacionales sobre Paisajismo Santiago de Compostela 1991 Colegio de Ingenieros de Caminos C y P de Galicia Xunta de Galicia e El Pensamiento Est tico de los Ingenieros Funcionalidad y Belleza Discurso de Jos Antonio Fern ndez Ord ez La Real Academia de Bellas Artes de San Fernando Madrid 1990 e Ingenier a Civil y Medio Ambiente CEOTMA MOPU Series Monogr ficas10 1981 e ElPaisaje Escribano Bombin M y otros Serie Unidades Tem ticas Ambientales MOPT 1991 e Ponts Puentes Fritz Leonhardt Press Polytechnique Romands 1982 e Ell dise o de las V as Urbanas Jim Mc Cluskey 1992 Ed Gustavo Gili 1985 Assessment The assessment is based on a practical exercise in which the students identify the natural and artificial components which typify the landscape they also do a visual and aesthetic analysis of the quality of the contents and study the alternatives to the necessary interventions which existed in order to restore it Personal Tutorials During working hours and a one day tutorial hour is established to correct the practical exercises Additional Information The one derived from the study of the place and the engineering work which transforms it 175 Syllabus 1 ABILITY OF THE ENGINEER CONFR
92. blic management bodies of land and housing 97 Regional and Urban Planning DEPARTMENT Architectural and Urban Projects LECTURER IN CHARGE Carlos N rdiz Ortiz OTHER LECTURERS Juan Creus Andrade YEAR 5 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 EC Aims To introduce the student to the urban and territorial sense of infrastructures which an engineer projects constructs and plans To introduce the student to the theories the techniques and the objectives of Urban Planning and Regional Organization Teaching Organization The course has a strong theoretical component derived from the syllabus and a practical component derived from the contrast between the diagnostic of the territorial reality and the possibilities of Urban Planning and Regional Planning It is considered that in this sense that the subject at practical level be complemented with the subjects in the field Urbanism II and Urban Services Bibliography e Atlas Hist rico de Ciudades Europeas Peninsula Ib rica Centro de Cultura Contempor nea de Barcelona 1994 e Galicia Estructura del Territorio y Organizaci n Comarcal Andr s Precedo Ledo Santiago 1987 Planteamiento Urbano en la Espa a Contempor nea 1900 1980 Fernando de Ter n Alianza Universidad Textos Madrid 1982 e Elementos de Ordenaci n Urbana Juli Esteban i Noguera Colegio de Arquitectos de Catalu a Barcelona 1981 e Madrid R
93. boratories occupy a total surface area of 2 000 square metres and have an exterior access for entrance and exit of materials The intermediate floor at the level of the main access point houses the other laboratories of the School Numeral Calculus Structures Calculation Physics and the Centre of Calculus two Salas de Grados Graduate s Rooms devoted to the presentation of Projects Doctoral Theses and the holding of conferences and technical courses seminars etc a Proyect Room the End of Degree Proyects Room the Delegaci n de Estudiantes Students Union the Photocopy Service and the Internet Room On the upper floor is found the Library which allows some 100 people to work comfortably On this floor are situated the School s seven lecturing theatres three with a capacity for 60 people used for giving lectures in the Second and the Third Cycle of the Degree and four with a capacity for 140 students At this level is also found a Design Room which has a capacity for around 140 students The adjacent building houses the CITEEC Centro de Innovaci n Tecnol gica en Edificaci n e Ingenier a Civil Centre for Technological Innovation in Building and Civil Engineering This institution depends directly on the University and is mainly devoted to the research related to the engineering and architecture disciplines Nevertheless the CITEEC is also used for teaching purposes and some of the practical lectures of the Degree in Civil
94. cal Physics and to know the main analytical techniques for the resolution of Partial Differential Equations Teaching Organization The theoretical and practical lectures extent for four hours per week developing the fundamental theory and solving the exercises and practical problems previously set Bibliography e Elementary Applied Partial Differential Equations Haberman R Prentice Hall 1987 Curso de Ecuaciones Diferenciales en Derivadas Parciales Weinberger H F Ed Revert 1988 e Partial Differential Equations of Applied Mathema tics Zauderer E John Wiley amp Sons 1988 e Problemas de la F sica Matem tica vols 1 y 2 Budak B M Samarski A D y Tijonov A N Mc Graw Hill 1993 e Advanced Engineering Mathematics 7 ed Kreyszig E John Wiley amp Sons 1993 Primer Curso de Ecuaciones Diferenciales en Derivadas Parciales Peral Alonso I Addison Wesley Universidad Aut noma de Madrid 1995 e Methods of Mathematical Physics vol II Courant R y Hilbert D John Wiley amp Sons 1962 Assessment An partial examination in February and two final exams in June and September are held In order to pass the course at the end of the first semester it is required to obtain a minimum grade in the partial exam and to submit the exercises set during the course Personal Tutorials During working hours In the period of exams a specific schedule is posted Additional
95. ccumulated damage accidental fatigue ENVELOPING SURROUNDINGS LOADS AND CLASSIFICATION OF ACTIONS Lines of influence and enveloping surroundings of forces Determinist semi and probabilist criteria Types and combination of actions Spanish regulations Hy pothesis and coefficients of loads Regulation MV 101 and seismic regulation P G S 2 STRAIGHT PIECES IN FLEXION TRACTION COMPRESSION AND TORSION Flexion distribution of tensions open and closed sections CEC calculation of sections testing thetransversal section tensions and displacements light beams Buckling Euler s theory Compression and bending buckling anelastic buckling great deformations influence of shear force calculation of sections and connections types of pieces to traction testing of resistance and thinness Torsion uniform torsion buckling solution in tensions application to sections calculation of movements deformations centre of torsion study of buckling non uniform torsion approximated solution treatment of I sections regulation MV 103 LATERAL BUCKLING AND WEB BUCKLING Elastic and inelastic lateral buckling Energy formulation Rule MV 103 Buckling and sheets solicited by axial and shear forces Buckling of compressed wings Web buckling in plain web beams reinforced beams stiffeners MEANS OF LINKING Evolution Materials Methods and associated coactions Calculation of screwed joints solicitations to shear and traction linki
96. ce s equation to mutidimensional problems NON HOMOGENEOUS PROBLEMS Transformation of non homogeneous problems to homogeneous ones Application to the heat conduction problem Method of eigenfunction expansion Term by term differentiation and integration of Fourier s Series Obtaining of eigenfunctions Solution of a non homogeneous problem by using series Application examples GREEN S FUNCTIONS FOR BOUNDARY VALUE PROBLEMS Introduction Obtaining the Green s function by using the series solution of the problem Green s functions for ordinary differential equations Application to the steady state heat conduction equation Physical explanation of the Green s function Properties Solution of problems with non homogeneous boundary conditions Green s functions for boundary value problems in 2D and 3D the Poisson s equation Revision of the theorem of divergence and Green s Identities Solution of boundary value problems with homogeneous and non homogeneous boundary conditions Method of eigenfunction expansion Obtaining Green s functions for infinite and semi infinite 2D and 3D problems Method of images INTEGRAL TRANSFORMS Motivation of the use of integral transforms Aims Types of integral transforms Laplace s Transforms Definition Properties Application to the solution of first and second order PDEs Fourier s Transforms Fourier s Integral of a function Types of Fourier s transforms and properties Application to the solut
97. cia A y otros Ed CLAGSA Madrid 1993 e C lculo I Teor a y problemas de funciones de varias variables Garc a A y otros Ed CLAGSA Madrid 1996 e Ejercicios y problemas de C lculo Granero F Ed T bar Flores Albacete 1991 e C lculo integral Metodolog a y problemas Coquillat F Ed T Flores Albacete 1980 Problemas y ejercicios de an lisis matem tico Demidovich B Ed Paraninfo Madrid Problemas de C lculo infinitesimal e integral Bronte R Madrid 1977 e F rmulas y tablas de matem tica aplicada Spiegel y Abellanas Ed Mac Graw Hill Assessment Besides the June and September examinations two partial exams are held In the partial exams an average mark of 5 out of 10 with a minimum of 3 5 in each is necessary to pass In the June and September examinations a mark of 5 out of 10 is necessary to pass All the subjects given from the beginning of the course until the moment of the examination form part of the examination Personal Tutorials During tutorial hours which are announced at the beginning of the course or at another time previously agreed with the lecturer Additional Information 28 Syllabus LTHE REAL NUMBER The concept of number successive extensions Structure of Q Sequences in Q Proprieties of Q The real number definition proprieties and operations 2 METRIC AND TOPOLOGICAL SPACES Metrical space Definition and pr
98. ckling Predimensioning Partial sections of concrete Stability in mounting Practical dispositions of joints Rigid flexible and slipping conections elastic analysis and in EL 86 Hydraulic Works DEPARTMENT Construction Technology LECTURER IN CHARGE Jer nimo Puertas Agudo and Rodrigo del Hoyo Fern ndez Gago OTHER LECTURERS YEAR 4 TYPE Four month Compulsory CREDITS 4 hours per week 6 CC 4 EC Aims To know the necessity of regulation and lamination of the contributions the project and dimensioning of hydraulic conductions To make an introduction to the study of dams and hydroelectric exploitation irrigated land and fluvial works To introduce themes of fluvial hydraulics and the restoration of fluvial beds Teaching Organisation 4 hours a week of theoretical lectures are held where practical exercises previously posed are also solved Bibliography e Centrales Hidroel ctricas Ediciones Paraninfo Apuntes de Obras Hidr ulicas E T S Ing Caminos Madrid e Selecting Hydraulic Reaction Turbines U S Bureau of Reclamation e Tratado B sico de Presas E Vallarino Colegio de Ingenieros de Caminos e Saltos de Agua y Presas de Embalse G mez Navarro e Transitorios y oscilaciones en sistemas hidr ulicos a presi n Abreu et al U P Valencia e Aprovechamientos Hidroel ctricos E Vallarino L Cueva Colegio de Ingenieros de Caminos Hidr ulica
99. commercialisation MARINAS Concept and classification Sports vessels Planning phases Harbour and mooring Auxiliary installations CONSTRUCTION RESTORATION MAINTENANCE AND REPAIR OF PORT WORKS THE PORT AND ITS SURROUNDING AREA RESTORATION OF OLD PORT WORKS FOR URBAN USES 127 Geotechnical Engineering III DEPARTMENT Constructi on Technology LECTURER IN CHARGE Luis Medina Rodriguez OTHER LECTURERS Manuel Melis Maynar and Jorge Molinero YEAR 4 TYPE Four month Option CREDITS 4 hours per week 6 CC 4 EC Aims The main aim of this subject is to supply the students with the necessary knowledge and information about Foundation Engineering Subsoil exploration shallow and deep foundation design and the design of earth retaining structures Teaching Organization Theoretical lectures and the resolution of practical problems Some practices with commercial finite element codes During the course students carry out visits to construction works In order to improve their qualifications groups of students may voluntarily carry out works about specific points concerning the subject Bibliography e Geotecnia y Cimientos II y III J A Jim nez Salas y otros Editorial Rueda Madrid 1976 y 1980 Curso aplicado de cimentaciones J M Rodriguez Ortiz J Serra Gesta C Oteo Mazo Colegio Arquitectos de Madrid 6 edici n 1995 e Pile foundation analysis and design H G Poulos E H Davis John Wiley amp S
100. cular structural elements and structure pathologies and repair Teaching Organization Theoretical and practical lectures are complemented with worksite visits special topic seminars laboratory work and conferences by invited building designers and specialists Bibliography e Concrete Technology New Trends Industrial Applications Proceedings of the International Rilem Workshop edited by A Aguado R Gettu y S P Shah E amp FN Spon Chapman amp Hall London 1995 Hormigones de Alta Resistencia GT 1 2 del GEHO GEHO Bulletin 20 Madrid 1997 Patolog a de Estructuras de Hormig n Armado y Pretensado J Calavera INTEMAC Madrid 1996 e El Estado del Arte en Reparaci n y Refuerzo de Estructuras de Hormig n Various authors GEHO Madrid 1995 Sostenimiento del Hormig n TMC Madrid 1995 e Other papers and specific codes referred to at the beginning of each topic lecture Assessment A compulsory laboratory project must be developed and publicly presented Personal Tutorials To be posted at the beginning of the term Additional Information Students attending this course are supposed to have passed Construction Materials and are simultaneously following the Reinforced and Prestressed Concrete I course 161 Syllabus 1 SPECIAL MATERIALS CEMENT BASED MATERIALS Mechanical properties construction and applications Lightweight Concrete High Performance Co
101. cution Admissible errors Quality Control SUMMARY 76 Environmental Engineering DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Joaquin Su rez L pez OTHER LECTURERS Alfredo J come Burgos and Estrella Rodriguez Justo YEAR 4 TYPE Compulsory Annual CREDITS 3 hours per week 9 CC 7 EC Aims To know understand and apply technology to solve problems related with urban solid wastes atmosphere and sound pollution and the relationships between quality and water contamination as well as designing the water supply and sewage systems of a population Teaching Organization For 3 hours a week theoretical lectures are imparted and the problems proposed in the lectures are solved Laboratory practices and computer practices will be carried out The student will do a course project Bibliography Manual t cnico del agua DEGREMONT Cuarta edici n 1979 Depuraci n de aguas residuales Hern ndez A Colegio I C C P Madrid 1990 Abastecimiento y distribuci n de aguas Hern ndez A Colegio I C C P Madrid 1990 Ingenier a Sanitaria tratamiento evacuaci n y reutilizaci n de aguas Metcalf Hed McGrav Hill 1995 Abastecimiento de agua y alcantarillado Steel E W and McGhee T Gustavo Gili Barcelona 1981 Introducci n a la Ingenier a Sanitaria y Ambiental Tejero L Su rez J E T S de Ing de Caminos de La Coru a y Santander 1995 As
102. d Teaching Organization The teaching activity is based on four hours per week of theoretical lectures together with the resolution of some practical exercises which are previously proposed to be evaluated after their resolution and submission Bibliography Hidrolog a Subterr nea Custodio E Llamas M R Editorial Omesa S A 1983 Hydrology for engineers Linsley Kohler and Paulhus McGraw Hill Inc 1982 e Engineering Hydrology Subramanya K Tata McGraw Hill 1994 Hidrolog a Aplicada Ven Te Chow D R Maidment and L W Mays McGraw Hill 1994 Assessment The final mark of the subject will be obtained from the marks obtained in the exams of the subject Personal Tutorials The lecturers will post the tutorial timetable at the beginning of the academic course Additional Information This subject is the continuation of Hydraulics and Hydrology I For this reason it is recommended to have attended it previously Moreover it is advisable that the students had attended or are attending the subjects of Statistics and Numerical Calculus 72 Syllabus 1 10 INTRODUCTION Presentation of the subject Contents Objectives Evaluation Bibliography Teaching organization Relation with other subjects Applications in the field of Civil Engineering Hydrologic cycle components and flows Statistics of world national and Galician balances THE COMPONENTS OF HYDROLOGIC CYCLE Hydrome
103. d Bishop and Morgenstern s solution for stability of simple slopes with seepage Spencer s solution for stability of simple slopes with seepage SOIL BEARING CAPACITY FOR SHALLOW FOUNDATIONS Ultimate soil bearing capacity for shallow foundations Prandtl s equation Terzaghi s ultimate bearing capacity equation Meyerhof and Brinch Hansen formula Effect of shape and depth of the foundation Effect of shallow rigid substratum Effect of groundwater table Effect of eccentric loads and inclined loads General bearing capacity equation 65 Continuum Mechanics DEPARTMENT Construction Technology LECTURER IN CHARGE Alejandro Mosquera Martinez OTHER LECTURERS YEAR 3 TYPE Four Month Compulsory CREDITS 5 hours per week 7 5 CC 6 EC Aims To introduce the student to Continuum Mechanics from both a general and particular point of view in subjects like Structures Hydraulics and Hydrology and Geotechnical Engineering Elastic elastic plastic viscoelastic andfluid mechanics models Teaching Organization Three hours of theoretical lectures and two practical hours are given per week where both suggested exercises and exam exercises from previous years are solved Bibliography A First Course in Continuum Mechanics Y C Fung Prentice Hall Temas 1 2 3 10 11 Foundation of Solid Mechanics Y C Fung Prentice Hall Temas 1 2 3 4 5 10 11 Introduction to the mechanics of a continuous
104. d Cycle of the Degree Code EC CC Type Course 32 65 9 A Statistics os 6 75 Cr CwmumMecanes 4 6 EE 37 6 75 C Materials Scenes ES Options mm A EO KO siman FOURTH YEAR 40 7 9 A Reinforced and Prestressed Concrete am 7 o A fevirommemtalEngineerng O Ls 7 S A aaa sC y 5 ES Cl Roads and Airports Electrical Engineering EEE Steel Structures and Combined Construction 407 Ta NE Works Or os Free Configuration g ws ed Course Projects and Works Organization and Management uilding and Prefabrication ransport Engineering Legislation Regional and Urban Planning Gal un ESE any cA e W usiness Organization and Management istory of Civil Engineering C2 JB Cl Hi MS End of Degree Project Options Free Configuration maja EEE 22 3 1 4 Options OPTIONS AA JG Code EC CC Type Course or poneamperet menes 602 4 6 OP2 Special Foundations 4 6 or Bmcwsll OP1 aritime Engineering CA 609 610 M TES G A Bridges I Bridges II Expert Systems Urbanism II Management and Operation of Harbours Computer Aided Design and Visualization Optimum Design of Structures Railways Technical Operation Underground Hydrology History of Art M D TERT U
105. d Representation Methods LECTURER IN CHARGE Juan R Acinas Garcia OTHER LECTURERS YEAR 5 TYPE Four month Option CREDITS 4 hours per week 6 CC 4 CC Aims Specialised knowledge in the areas of transport scheduling management and operation of harbours Users goods operations Economic and administrative structure of harbours Teaching Organization During four hours a week lectures will be made up of theory and outline and solve examples in order to achieve the participation of the student Different applications will be proposed which will constitute the course work Bibliography An lisis econ mico del sistema portuario gallego GONZ LEZ LAXE F et al 1999 Instituto de Estudios Econ micos Fundaci n Barri de la Maza Direcci n y explotaci n de puertos RODRIGUEZ F 1985 P A Bilbao Libro Verde sobre los Puertos y las Infraestrcturas Mar timas UE CCE 1997 Comisi n de las Comunidades Europeas Bruselas 10 12 1997 Los puertos de Europa Gu a de la organizaci n de puertos europeos ESPO 1998 Memorias de actividades Anuarios estad sticos Boletines de Informaci n mensual Fomento Ente P blico Puertos del Estado Modelo europeo de excelencia empresarial para el sector p blico Autoridad portuaria Caso pr ctico FUNDACI N PORTUARIA 1999 European Foundation for Quality Management EFQM 6 The business of shipping KENDALL L C amp BUCKLEY
106. d the public spaces of the city Teaching Organization The course has a theoretical component derived from the explanation of the program and a practical component related to the composition of a project of the urbanization of a soil previously legislated for at a planning level or of a free space of the badly urbanized city to recover it for public uses Bibliography e Recomendaciones para el proyecto y dise o del viario urbano MOPTMA Series Monogr ficas Madrid 1995 El Paisaje urbano Tratado de Est tica Urbanistica GORDON CULLEN Ed Blume Barcelona 1981 Secciones Estructurales de Firmes Urbanos en Sectores de nueva Construcci n E ALABERN Y C GUILLEMANY 1990 e Instalaciones Urbanas Infraestructura y Planteamiento L J ARIZMENDI Ed Bellisco 1991 1996 e Implantaci n y coordinaci n de los Servicios en la ejecuci n de las obras de urbanizaci n E ALABERN and C GUILLEMANY 1990 Assessment The evaluation is based on practical exercises carried out throughout the course as a complement of the theoretical lectures and in the Project of Urbanization which is the main practical part of the course Personal Tutorials During working hours A tutorial timetable is established for the correction of practical exercises Additional Information That derived from the public space which is intervened in and the use of cartography at different scales 140 Syllabus 10 11
107. depth Bibliography El Territorio y los Caminos en Galicia Planos Hist ricos de la Red Viaria Carlos N rdiz Ortiz Ed Xunta de Galicia Colegio de Ingenieros de Caminos C y P 1992 e Resumen Hist rico del Urbanismo en Espa a Garcia Bellido y otros Instituto de Estudios de la Administraci n Local Madrid 1968 Territorio y Ciudad en la Espa a de la Ilustraci n Carlos Sambricio Ed MOPT Madrid 1991 Dise o de la Ciudad 5 El arte y la Ciudad Contempor nea Leonardo Benevolo Ed Gustavo Gili Barcelona 1981 La Coru a Metr polis Regional Andr s Precedo Fundaci n Caixa Galicia 1990 Plan Director de Infraestructuras Publicaciones del MOPTMA 1994 Assessment The assessment is based on an practical exercise developed in phases in an individualized way and a final exam Personal Tutorials During working hours Tutorials are established furthermore for practical exercises Additional Information Information derived from the historical and current cartography in different scales 55 Program gt a 8 mm wD p SNI t e 0 RS COE y TRANSPORT AND TERRITORY CONCEPT THE PROCESS OF URBANIZATION OF LAND CARTOGRAPHY AS AN INSTRUMENT OF ANALYSIS OF THE TERRITORY THE ELEMENTS OF ANALYSIS OF A LAND STRUCTURE TRANSPORT AND LAND IN THE PAST URBANIZATION OF MEDIEVAL LAND URBAN STRUCTURE OF THE MEDIEVAL CITY THE NEW FORMS OF INTERVENTION IN THE CITY FR
108. ditorial Agr cola Espa ola S A 1994 e Ecologia para ingenieros El impacto ambiental Hern ndez Fdez S Colegio de Ingenieros de Caminos A Z Ediciones y Publicaciones 1987 e Gu as metodol gicas para la elaboraci n de estudios de impacto ambiental diversos t tulos Monograf as de la Secretar a de Estado para las Pol ticas del Agua y el Medio Ambiente MOPT 1989 1994 e Ecolog a y formaci n ambiental Vazquez G McGraw Hill M jico 1993 Assessment To pass it is necessary to have submitted the course project Additionally two final theory exams are held in February and September Personal Tutorials During working hours with prior appointment with the lecturers Additional Information It is important to have knowledge of Environmental Engineering Orientated towards the students of the fifth course 120 Syllabus 1 10 11 12 13 14 INTRODUCTION The environment Environmental crisis Environmental problems INSTRUMENTS OF ENVIRONMENTAL MANAGEMENT Project and surrounding area Preventative approaches Corrective instruments Producer and consumer agents Planning ENVIRONMENTAL IMPACT Definitions Structuring and proceedings LEGAL FRAMEWORK Introduction European Union National Legislation Autonomous Communities PROCESS OF EVALUATION OF ENVIRONMENTAL IMPACT Definitions and properties Administrative approximation Technical approximation P
109. ds Georadar In situ tests versus laboratory tests SHALLOW FOUNDATIONS Typology of foundations Design aspects Bearing capacity expressions Correction factors Bearing capacity in special situations Bearing capacity from field tests Settlements under shallow foundations oedometric and Skempton Bjerrum methods the elastic method the stress path method methods based in field tests plate load test SPT and CPT Rotation of bases Maximum settlement allowed Interaction between foundations Techniques for reduction of settlements Safety factors Analysis of soil structure interaction beam on elastic foundation Winkler s model modulus of subgrade reaction Mat foundations typology design and construction aspects DEEP FOUNDATIONS Typology Methodology of design Piles classification and description Single piles static piles capacity point capacity and skin capacity in sands and clays Piles on gravel and rocks Dynamic analysis pile driving Hiley s equation Settlement of piles Elastic method Poulos Instantaneous and non instantaneous settlements floating piles y columns Laterally loaded piles Winkler s model Pile groups typology efficiency bearing capacity in sands and clays settlements Negative skin friction in piles Jim nez Salas method Lateral loads due tosoil movements Special situations EARTH RETAINING STRUCTURES Typology Rigid and flexible structures concrete retaining walls cantilever reta
110. e AHistory of Civil Engineering Hans Straub Leonard Hill Ltd London 1952 Historia de las Obras P blicas en Espa a Ed Turner Colegio de I C C P Madrid 1979 e Historia de la Arquitectura Spiro Kostof Alianza Forma Madrid 1988 Ingenier a Hidr ulica romana Carlos Fern ndez Casado Ed Turner Colegio del I C C P Madrid 1983 e Ciencia y Tecnolog a en la Espa a Ilustrada Antonio Rumeu de Armas Ed Turner Coelgio de I C C P Madrid 1980 Assessment The attendance to the lectures will be evaluated The work carried out during the four month period and the final exam marks will be taken into account Personal Tutorials They will be specified during the academic period Additional Information 102 Syllabus 1 CIVIL ENGINEERS IN THE HISTORY OF EUROPE The Greek and Roman architects The Collegi The medieval masterbuilders and the guilds Renaissance engineering New techniques military engineers Separation of Architecture and Engineering The civil engineers and the new polytechnic schools The Ingenieros de Caminos Canales y Puertos HISTORY OF ARCHED STRUCTURES The invention of the arch The first arches The arched Roman structures The bridge in the history of construction Roman bridges Medieval bridges Differences between the models constructed Historic evolution of bridges since the Renaissance to the 20 Century The great vaults and cupolas of Eur
111. ear power plant operation 2 7 Dismantling and decommissioning of a nuclear power plant 2 8 Nuclear power plants in Spain THEME 3 NUCLEAR FUEL CYCLE AND NUCLEAR SAFETY 3 1 Nuclear fuel cycle 3 2 Nuclear safety 3 3 Risks and nuclear accidents THEME 4 NUCLEAR ENERGY 4 1 Introduction 4 2 Nuclear energy 4 3 Cost analyses THEME 5 NUCLEAR WASTE 5 1 Introduction 5 2 Low and intermediate level waste management 5 5 3 Dismantling of radioactive facilities 4 Policies for spent nuclear fuel and high level waste management THEME 6 APPLICATIONS OF RADIOACTIVE ISOTOPES IN CIVIL ENGINEERING 6 1 Applications of radioactive isotopes in civil engineering 125 Harbour Engineering DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Gregorio Iglesias Rodriguez OTHER LECTURERS YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims Specialised knowledge in the fields of planning study projects and building of ports and maritime works The port and its surrounding area Relationships between the port and the city Means of communication Teaching Organisation Theoretical lectures are taught for 4 hours a week and examples are set and solved with the aim of trying to achieve the students participation The resolution of practical problems is set with the category of course work Bibliography e Curso de Ingenieria de Puertos y Costas Rafael del Moral Jos M A
112. economic problem Economic activity and the economic agents Supply and Demand The mechanism of the market The economic function of the State THE COMPANY AND PRODUCTION The company and its financing The theory of production and costs THEORY OF DISTRIBUTION Supply and demand of the production factors Fixing prices of production factors in competitive markets Internet and performance of capital THE MACROECONOMIC ANALYSIS National Accounting Macroeconomy Principal problems Unemployment and inflation The Public Sector economy Aspects of the International Economy FINANCING OF ECONOMIC ACTIVITY Money and the financial system SECTORIAL AND MACROECOMOMIC POLICIES Fiscal and Budget Policy Monetary Policy Income Policy Control of prices and salaries Economic Development Policy Health Policy Housing and Urbanism THE CONSTRUCTION SECTOR Economic influence Structure and localization of demand Structure of the range of offers Financing Functional Organization PUBLIC WORKS DEMAND Investment in public works Relation with the National Income General effects of the infrastructures Public works and regional development PROJECT OF INVESTMENT IN PUBLIC WORKS Efficiency of public investments The assessment of projects the general framework Economic analysis and financial analysis ADMINISTRATIVE AND INSTITUTIONAL ASPECTS Special administrations in public works 52 Mechanics DEPARTMENT Energy a
113. egi n Metropolitana Estrategia Territorial y Actuaciones Comunidad de Madrid Madrid 1991 Plan Director de Infraestructuras 1993 2007 Publicaciones del MOPTMA 1994 Assessment The assessment is based on two exercises on urban theory and another on the urban and regional reality together with a final exam Personal Tutorials During working hours Tutorials are established furthermore for practical exercises Additional Information The one derived from Planning or from the Distribution of the area in which the practical exercises are carried out 98 Syllabus 1 DISTRIBUTION OF THE REGION AND URBANISM CONCEPT 2 THE PROCESS OF URBANIZATION OF THE REGION THE FORMATION OF THE URBAN SYSTEM THE RURAL SETTLEMENTS THE HISTO RIC CENTRES THE TRADITION OF BAROQUE AND MILITARY URBANISM THE TRADITION OF THE TECHNIQUES OF THE 19 C THE SUBURBS AND INTERIOR REFORM THE ORIGINS OF MODERN URBANISTIC THINKING 8 THE CITY OF MODERN MOVEMENT 9 THE ANALYSIS OF THE FORM OF URBAN GROWTH IN THE CURRENT CITY 10 THE ANALYSIS OF URBAN ROADS IN THE CURRENT CITY 11 THE RESPONSE OF URBANISTIC LEGISLATION THE SYSTEM OF PLANNING IN SPAIN 12 MUNICIPAL PLANNING OBJECTIVES AND CONTENTS 13 THE PROCESS OF ELABORATION OF MUNICIPAL PLANNING 14 MUNICIPAL PLANNING IN GALICIA 15 METROPOLITAN PLANNING 16 TRANSPORT IN METROPOLITAN AREAS 17 TERRITORIAL PLANNING 18 THE URBAN SYSTEM AND THE PLANNING OF
114. encial L pez de la Rica A y de la Villa A I C A I Madrid 1986 Geometr a diferencial de curvas y superficies do Carmo M P Alianza Universidad Textos Madrid 1990 e Vectors and Tensors in Engineering and Physics Danielson D A Addison Wesley New York 1992 e Vector Analysis for Engineers and Scientists Lewis P E and Ward J P Addison Wesley New York 1992 e Advanced Engineering Mathematics Kreyszig E John Wiley amp Sons New York 1988 Assessment To demonstrate efficiency in the subject it is required to pass any of the final exams which take place in three annual sessions February June and September Personal Tutorials During working hours Additional Information To study the course it is advisable to be able to manage fluently the Infinitesimal Calculus of one or several variables the Lineal Algebra and the Analytical Geometry 49 Syllabus 1 INTRODUCTION TO CURVES Analytic representation Requisites of continuity and differentiation Taylor s Process Regular and singular points Change of parametrization Orientated curves Vector velocity Unitary vector target Examples LOCAL THEORY OF BUCKLED CURVES Oscillating plane Normal principle Vector curvature Curvature Convention of signs Angle of contingency Radius of curvature Oscillating circle Binormal Torsion Curvature and torsion in terms of an arbitrary parameter Curved planes Frenet s
115. entification of geological materials Geological structures Land management Geophysical techniques electrical methods seismic and electromagnetic methods Mechanical techniques piezometers Lugeon test dilatometers hydrofracturing in situ direct shear test CALCULATION METHODS Graphical methods Kinematic methods Numerical methods Limit equilibrium methods Plane failure Circular failure Toppling WATER FLOW IN ROCK MASSIES Equivalent permeability tensor Cubic Law Additional conceptual models discrete fracture networks hybrid methods 164 Decision Taking in Engineering DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Ram n Martul Alvarez de Neyra and Manuel Casteleiro Maldonado OTHER LECTURERS YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To show the basic criteria which were used in a rational and objective way at the time of taking decisions inside a group of possibilities and besides to acquire the exact knowledge in order to do analysis and rational criticism of actions Teaching Organization The teaching activity is based on four hours per week on theoretical and practical lessons and on solving the practical exercises Bibliography e Probability Statistics and Decision for Civil Engineers Benjamin J R and Cornell C McGraw Hill New York 1970 Teor a de la decisi n White D J Alianza Editorial Madrid 1990 e
116. er Ventilation Cortical history and new focus CARBONOUS OXIDATION BEDS Theoretical analysis Design Applications NITRIFICATION BEDS tertiary nitrification Design considerations Proceedings of design Joint elimination of DBO and N NH4 Aspects and criteria of design Proceedings of design BIODISCS Description Typology Theoretical analysis Nitrification biodiscs Design Application AIREATED BIOFILTERS Description Typology Advantages Design Applications SUBMERGED AIREATED BEDS Description Tipology Advantages Design Applications ANALYSIS OF THE ADVANTAGES AND INCONVENIENCES OF THE BIOFILM PROCESSES Comparison between biofilm processes Advantages of active sludge PROCESSES OF ELIMINATION OF NUTRIENTS BASED IN SUSPENDED BIOMASS ELIMINATION OF NITROGEN BIOLOGICAL TREATMENTS Fundamentals CONVENTIONAL ACTIVE SLUDGES Understanding and design of a plant CYCLE OF NITROGEN Nitrogen in ecosystems Forms of nitrogen in AR Problems of nitrogen forms of contaminants BIOLOGICAL NITRIFICATION Description of the process Classification of the processes of nitrification Carbonic oxidation and nitrification in one stage DENITRIFICATION Basic concepts Dimensioning PROCESSES OF NITRIFICATION DENITRIFICATION MOST USED General parameters of design ELIMINATION OF PHOSPHOROUS INTRODUCTION Cycle of phosphorus in ecosystems Forms of phosphorus in waste water Problems as contaminant CHEMICAL PRECIPITATION FOR THE ELIMINATION
117. er truncation ERRORS Round off error and truncation error Propagation and instability Control of error ITERATIVE SOLUTION OF NON LINEAR EQUATIONS Functional iteration methods convergence conditions Successive approximation methods Newton s methods and derived methods Aitken s accelerating procedure Roots of polynomials Graeffe s method and Bernoulli s method Rutishauser QD s algorithm BASIS OF MATRIX CALCULUS COMPUTATION OF EIGENVALUES Storing schemes full symmetric banded skyline and sparse matrices Computation of Eigenvalues standard and generalised problems reduction and translation Rayleigh quotient Rayleigh Ritz analysis Vectorial iteration methods Direct and inverse Mises s methods Matrix transformation methods Jacobi and Householder QR LINEAR SYSTEMS OF EQUATIONS Immediate systems Direct methods Gauss elimination and Gauss Jordan elimination LU factorization and LDU Crout and Cholesky factorization Iterative methods general statement and convergence conditions Jacobi and Gauss Seidel methods overrelaxation and preconditioning Semi iterative methods conjugate gradient method Inversion of matrices and computation of determinants Non linear systems succesive approximation methods Newton Raphson methods and others derived from Newton Raphson methods APPROXIMATION AND INTERPOLATION Interpolation polynomial fundamental theorem Newton s and Lagrange s formulae optimum sampling a
118. eries of positive and negative terms Absolute convergence and conditional convergence Riemann Theorem Dirichlet theorem Alternating series Leibnitz Theorem Determination of the sum of a series 20 Technical Drawing DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Julia Alvarez Garcia OTHER LECTURERS YEAR I TYPE Compulsory Annual CREDITS 3 hours per week 12 CC 9 EC Aims Acquisition and development of spatial vision and the techniques to be reflected in the plan Acquiring the layout techniques of lineal and platform works Applying the knowledge of Technical Drawing to the sketching and cubic measurement ofthe pieces related to Public Works for its knowledge understanding and familiarization carrying it out with the necessary rapidity and quality Teaching Organization The lectures are divided into 2 theoretical sessions per week and another two sessions of practical lectures classes The topics of the program are organized in two parts an A part of Theoretical Technical Drawing and a B part of Practical Technical Drawing Bibliography Geometr a Descriptiva Izquierdo Asensi F Editorial Dossat Madrid 1979 Geometr a Descriptiva Leighton Wellman B Editorial Reverte Barcelona 1987 Geometr a Descriptiva Sistema Acotado Mart n de Morej n L E U A T de Madrid Barcelona 1985 Dibujo T cnico de Ingenier a Campos Asenjo J Ediciones Campos
119. ering Bibliography e Principios de Inteligencia Artificial y Sistemas Expertos D W Rolston McGraw Hill eds 1990 Inteligencia Artificial E Rich Knight Gustavo Gili eds 1995 Principios de Inteligencia Artificial Diaz de Santos eds 1987 A Guide to Experts Systems Addison Wesley eds 1986 TEEE Expert Journal IEEE Press Assessment To pass the course it is essential to attend the lessons The assessment is based ona final exam In order to pass the course the student has to obtain a minimum mark In the final mark the quality of the works presented in the lectures is taken into account Personal Tutorials During working hours and also during the hours shown on the tutorial timetable posted on the notice board Additional Information It is assumed that the student has basic notions in programming It is recommended to have a basic knowledge in C language 142 Syllabus 1 INTRODUCTION AND GENERAL CONCEPTS Historic development Fundamental ideas Definitions and Concepts Conventional Programming vs Artificial Intelligence RESOLUTION OF PROBLEMS IN ARTIFICIAL INTELLIGENCE Space of States and Search for Solutions Characteristics of the Processes of Search Heuristic Search Lesser Methods of Exploration of Space of States Analysis of Algorithms of Search SCHEMES OF REPRESENTATION OF KNOWLEDGE Formal schemes of representation of Knowledge Declarative Methods of
120. ery Cables as auxiliary elements Basic installations Common auxiliary aids in the works PROCEEDINGS USED IN DIGGING OF EARTH Functional description of the machinery Work units in open air digging of earth Valuation of the production Execution by mechanical proceedings and by means of blasting Choice of equipment Drilling machinery Tunnels FOUNDATION AND COMPACTING OF THE EARTH Test drilling Piles Bulkheads Earth compacting processes Injection of concrete mortar Strata bolting reinforced earth LIFTING AND TRANSPORT PROCESSES AGGREGATES AND CONCRETE Cranes Exploitation of quarries Installations for the fabrication of classified aggregates crushing transport classification and storage Installations and auxiliary machinery in the execution of concrete works auxiliary aids for its setting up Launcher beams PLANNING OF SPECIFIC WORKS Technical economic aspects and construction proceedings Case of a linear road work of a hydraulic work and one of roads ENSURING QUALITY IN PROJECTS AND WORKS 91 Building and Prefabrication DEPARTMENT Construction Technology LECTURER IN CHARGE Cristina V zquez Herrero OTHER LECTURERS YEAR 5 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 EC Aims 0000000000000 Prefabrication to know prefabricated elements typology their main design criteria and production processes Building design building and maintenance of buildings through knowledge
121. es between planes and between a straight line and a plane Intersection of topographical surfaces Resolution of roofs half slope terraces Layout of pits and embankments Layout of alignments Scaling of slopes ELEMENTS OF THE THEORY OF SHADOWS Basic concepts object and conventions of the drawing of shadows Solar coordinates Shadow of a point of a vertical segment of any segment of elemental polyhedrons and of the circumference Own shadow and cast of cones and cylinders B Practical Lectures STUDY OF FORMS Loose pieces Drawing of pieces Drawing of projections Calculation of volumes and rotations MEASURING AND CONSTRUCTION DETAILS Reduced plans of real projects Bridges abutments columns and panels corridors nozzles chests etc General perspective of works and various exercises on structural elements of Civil Works 31 Applied Physics DEPARTMENT Construction Technology LECTURER IN CHARGE Enrique Pefia Gonz lez OTHER LECTURERS Arturo N Font n P rez YEAR I TYPE Compulsory Annual CREDITS 5 hours per week 15 CC 10 5 EC Aims To supply the student with the fundamental knowledge of Applied Physics in order to face subjects of the next courses and to solve basic problems of physics in civil engineering Teaching Organization In general there will be three hours per week of theory lectures and two hours per week of practical ones Laboratory practical lectures will be also held in s
122. es of design Restrictions Objective of functions Historic evolution of optimum design SIMPLE EXAMPLES OF OPTIMUM DESIGN OF STRUCTURES Optimizing of structures Optimizing simple elements Optimizing of continuum OPTIMIZING BY CRITERIA ASSIGNING Criteria assigning for active conditions Application of the Kuhn Tucker condition MATHEMATICAL CONTEXT OF OPTIMUM DESIGN Convexity and non convexity Local and global minimums Existence of regions of disjointed design Methods of local and global optimizing METHODS OF LINEAR PROGRAMMING Simple method Primal formulation Dual formulation Application to the optimizing of structures of rigid junctions in plastic regime UNCONDITIONED OPTIMIZING Extremes of function of one variable Minimums of functions of n variables Methods of zero order Conjugated directions Methods of gradient Newton s methods CONDITIONED OPTIMIZING Methods of penalty function Method of efficient directions Methods based on approximations Sequences of linear problems sequences of quadratic problems DESCRIPTION OF A CODE OF MATHEMATIC OPTIMIZING ADS Introduction Strategy options Options of methods of optimizing Options of one dimensional search Modalities of techniques of obtaining gradients ANALYSIS OF SENSIBILITY Concept of analysis of sensibility Order and types Direct methods Methods based on the adjoined variable Analysis of the sensibility of tensions Analysis of sensibility o
123. es of environmental impact Specificities of urbanism projects Processing THE PROJECT PLANNERS FIELD The Colegio de Ingenieros de Caminos Canales y Puertos Institution of Civil Engineers Ends and functions Visado Approval and professional civil responsibility Professional jurisdiction The Consultancy Firms ASPECTS PRIOR TO THE CONTRACTING OF WORKS Legal definition of the work Contract law of public administrations Necessary requisites for holding the contract Particular administrative clause papers Guarantees and classification of the contractor Revision of prices Proceedings and forms for adjudicating the contract of works DEVELOPMENT OF THE CONTRACT OF WORKS Actions prior to the commencement of the works The management of the work Beginning and normal development of contract of works Activities Influences on its development Expiration of the contract Private contracts of works THE CONSTRUCTION INDUSTRY The construction sector and the professional activities of the Road Engineer The Construction company Studies prior to the contracting of works TECHNICAL ECONOMIC PLANNING AND CONTROL OF WORKS Techniques of programming and control of the execution of the works Programming and graphic control and by critical path control Allocation and resource leveling INSTALLATIONS ASSEMBLY AND AUXILIARY AIDS Energy sources The use of compressed air Aids for land surveying and drilling Water Lifting machin
124. essel Hermite Laguerre and Chebyshev equations Application proble ms FOURIER SERIES Orthogonal series of functions generalised Fourier series Transformation of periodic functions into their Fourier series expansion Euler formulae and Fourier coefficients convergence of Fourier series Transformation of a function into even and odd functions and expansion of functions from arbitrary intervals Resolution of differential equations using a Fourier series transformation Definition and properties of the Fourier integral of a function integral transformation sine and cosine of Fourier complex transformation of the Fourier integral and direct and inverse transforms of Fourier COMPUTERS AND FORTRAN PROGRAMMING Concept and types of computers analogical and digital FORTRAN programming origins and evolution phases of development and general organisation of a FORTRAN code the FORTRAN language Programming and use of computers basic concepts general rules of programming and structured programming 40 Structures I DEPARTMENT Construction Technology LECTURER IN CHARGE Juan Carlos Perezzan Pardo OTHER LECTURERS Jos Antonio Gonz lez Meijide YEAR 2 TYPE Compulsory Annual CREDITS 4 hours per week 12 CC 9 EC Aims To develop the elemental analysis of structures studying the most usual typologies in Civil Engineering To understand how the characteristics of the structures influence its behavior Teaching Organizati
125. estions of the tutor or tutors in charge of it The assessment of each Technical Project will be carried out by a examining board designed for that purpose and which will be formed by three lecturers of the School In the public act of assessment the student will present and defend the project carried out After the presentation the board will retire to deliberate and will decide if the project is accepted or must be modified or amplified Once all the projects presented in an assessment period have been evaluated the marks of the Technical Project will be given Personal Tutorials Additional Information It is convenient to start the Technical Project between the fourth and fifth years 179 Training Period DEPARTMENT LECTURER IN CHARGE Academic Secretary of the School OTHER LECTURERS YEAR 4 and 5 TYPE Option CREDITS 6 CC 4 EC Aims The Academic Secretary of the School organizes and coordinates during each academic year a Training Period in firms and public and private institutions related to Civil Engineering which allow completing the academic training of students by means of carrying out activities in the field of Civil Engineering Teaching Organization The requirements a student must fulfill for the carrying out of the training period its content duration and calendar as well as the economic and working conditions and operation status are the ones detailed in the Regulation Training Period of the Schoo
126. etic elements THREE DIMENSIONAL FINITE ELEMENTS Definition of the model Field of displacements stresses and strains Constitutive equations Principle of virtual works Linear tetrahedral elements Lagrangian elements and serendipitous elements Numerical three dimensional integration Three dimensional isoparametic elements Comparative analysis between elements FINITE ELEMENTS IN THIN SLABS Definition of the Kirchhoff model Field of displacements stresses and strains Expression of VWP Equations of equilibrium of the slabs Rectangular plate elements elements of four non conforming nodes elements of four conforming nodes Triangular plate elements triangular non conforming elements and triangular conforming elements Comparative analysis of elements FINITE ELEMENTS FOR THIN SHELLS Kirchhoff shell model Definition of the model Field of displacements stresses and strains Equations of VWP Selection of Kirchhoff flat shell elements Problems of co planarity Problems of non conformity Elements of lowered flat shells Curved elements STUDY OF THE ERROR IN FINITE ELEMENTS MESHES Concept of error of a finite element Estimations of error Parameter of global error of the mesh Parameter of refinement of the element Criteria of optimum mesh iso distribution of the specific error ADAPTABLE MESHES IN FINITE ELEMENT MODELS Redefinition of meshes methods r Method of relocation of joints h Method of increme
127. f a monophasic transformer Nominal power ofa transformer Current of excitation or of vacuum in the transformer Transformer in power load Equivalent Scheme of the transformer Trial of the transformer in short current Losses and performances in a transformer Work in parallel of monophasic transformers Connections in the triphasic transformers ELECTRIC MACHINE DYNAMICS Fundamental principles Electromagnetic converters Rotational machines magnetic systems electric systems Classification of the machines Losses performance and warming up in electric machines Machines in continuous current Synchronous machines Characteristics Asynchronous machines Characteristics Electromechanic conversion Engines and turbines Connection to electric machine dynamics NORMATIVE AND CLASSIFICATION OF INSTALLATIONS Defects in installations Calculation of the cable section for maximum fall of tension Elements of manoeuvre Elements of protection GENERATION OF ELECTRIC ENERGY Coal power stations Nuclear power stations Power stations based on alternative energies Hydroelectric power stations Spanish electric market 84 Steel Structures and Combined Construction DEPARTMENT Construction Technology LECTURER IN CHARGE Santiago Hern ndez OTHER LECTURERS YEAR TYPE Four Month Compulsory CREDITS 5 hours per week 7 5 CC 5 5 EC Aims To know and to understand the resistant behavior of steel and combined structures apply
128. f movements Application to structures of articulated joints Application to structures of rigid joints OPTIMIZING OF STRUCTURES OF ARTICULATED JOINTS Optimizing of sections Optimizing of shape Optimizing in elastic regime Optimizing in plastic regime Optimizing in theory of second order OPTIMIZING OF STRUCTURES OF RIGID JUNCTIONS Optimizing of shapes of transversal sections Optimizing in elastic regime Optimizing in plastic regime DESCRIPTION OF A CODE OF OPTIMUM DESIGN OF STRUCTURE GENESIS Application to optimizing of bar structures Application to optimizing the shape 151 Railways Technical Operation DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Miguel Rodriguez Bugarin OTHER LECTURERS Alfonso Orro Arcay Margarita Novales Ordax YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To know those specific aspects relative to railway terminals for passengers and goods To identify and to differentiate the rolling equipment characteristics as well as the specific phenomena involved in vehicle movements To characterize the main elements of the electrification signaling security communications and operation systems To identify and differentiate the technical and commercial operations as well as their suitability for certain situations To describe the organization and administration of the railway activity Teaching Organization During 4 hours a week theory
129. gn and dimensioning of solutions of the sewage system drainage and purifying and practice sessions with computer programs Bibliography Curso de hidrologia urbana Universidad Polit cnica de Catalu a Barcelona Noviembre de 1995 Instrucci n de carreteras 5 2 1 C MOPU Madrid 1990 e Introduction to Hydrology Viessman W Lewis G Knapp J Harper New York 1989 e Ingenier a de aguas Residuales Tratamiento vertido y reutilizaci n Metcalf amp Eddy Third Edition 1995 ISBN 84 481 1607 0 e Ingenier a de Aguas Residuales Redes de alcantarillado y bombeo Metcalf amp Eddy 1995 ISBN 84 481 1550 3 e Curso sobre tratamiento de aguas residuales y explotaci n de estaciones depuradoras two volumes CEDES Centro de Estudios y Experimentaci n de Obras P blicas Ministerio de Obras P blicas y Transportes Gabinete de Formaci n y Documentaci n Madrid 1982 e Termodin mica Wark K D E Richards Mc Graw Hill Interamericana de Espa a Madrid 2001 sixth edition Tratamiento biol gico de las aguas residuales Ronzano E Dapena J L PRIDESA Ediciones Diaz de Santos 1995 ISBN 84 7978 202 I Assessment Three compulsory works and three partial exams will be carried out Finally an end of the year exam will be held Personal Tutorials During working hours previous appointment with the lecturer Additional Information A knowledge of hydrau
130. harbour works R O M 92 DESIGN OF THE MARITIME AREA Entrance canal Horizontal alignment and transversal sections Horizontal alignment of the shelter works Dykes types areas of manoeuvre and anchoring Docks DESIGN OF DYKES Mound breakwater Analysis of the section type Methods of Calculation Parts of the cross section Aspects and plan of construction Vertical dykes Mixed dykes WORKS FOR BERTHING Concept and function of the works for berthing Quays The construction process Methods and equipment used Criteria of design and of calculation Duques de Alba DEFENCE AND MOORING EQUIPMENT Berth manoeuvres Types of defences Criteria for their choice Design of the defence system Laying up of vessels Actions to consider DREDGING Concepts and classification Evolution of the technology Dredgers Criteria to follow in the dredging plan Environmental aspects GEOTECHNICS IN MARITIME WORKS Reconnaissance of the ground Characteristics of the ground Foundations Slopes Quays and fillings Piles Camp sheathing areas Method for improving the land NAVIGATION AIDS Role of navigation aids Types used Management systems and planning of maritime traffic VTS PLANNING THE LAND AREA OF THE PORT Land accesses Road and railway Installation of the quays Storage and containers FISHING PORTS Concept and classification The fishing fleet Functions of the fishing port Design Fish market and installations of
131. he essential aims of Transport Engineering Transport functions Transport modes Urban transport Public services management Transport demand Transport costs Transport infrastructures and services funding Transport logistics Teaching Organization The theoretical lectures are carried out together with the resolving of some examples and practical problems Bibliography e Transportes Un enfoque integral Izquierdo R Publicaciones del Colegio de Ingenieros de Caminos Madrid 1994 Transportation Planning Handbook AA VV Institute of Transportation Engineers Prentice Hall New Jersey 1992 Transportes Ibeas A Diaz J M Servicio de Publicaciones E T S I C C P Santander 1998 Sistemas de Transporte Ruiz A Publicaciones del Colegio de Ingenieros de Caminos Madrid 1995 Transportation and Traffic Engineering Handbook AA VV Institute of Transportation Engineers Prentice Hall New Jersey 1982 Assessment A final exam will be held covering the whole contents of the subject Personal Tutorials At the beginning of the course lecturers will post their tutorial hours Additional Information 94 Syllabus 1 10 TRANSPORT Introduction Transport Systems Characteristics and Functions Transport and National Economy Transport and Regional Development Transport and Land Use Transport and Economic System Transport and the European Integration Process Energy and Transport T
132. he set topics are put forward Bibliography Elementos de Ingenier a de Tr fico Kraemer C E T S de Ingenieros de Caminos de Madrid e Ingenier a de Tr fico Antonio Vald s e Manual de Capacidad de Carreteras Asociaci n t cnica de carreteras Comit espa ol de la A I P C R e Control de tr nsito urbano A Mart nez M rquez e Modelos de tr fico vial J G Gardeta Oliveros e Traffic Engineering William R Macshane and Roger P Roees e Magazines CEDEX Traffic Engineering and Control and Carreteras e Summaries of communications of different courses and monographic congresses Assessment The assessment of the subjectis carried out by means of a final exam The participation in class and the handing in of the set practical exercises is taken into account Personal Tutorials Lecturers fix the timetable of personal tutorials weekly in mutual agreement with the students Additional Information It is assumed that the students have a knowledge of traffic engineering and road design 110 Syllabus 1 THEORY OF ROAD TRAFFIC Basic variables of traffic Representation of traffic Fundamental equation Traffic models of deterministic type Hydrodynamic or continuity theory Analysis of shockwaves Theory of tailbacks INTERSECTIONS WITH TRAFFIC LIGHT REGULATION Movements and phases Capacity and grade of saturation Identification of critical movements In
133. he third course In addition it is recommended to attend this subject before any others in the field of Harbours and Coasts 79 Syllabus 1 INTRODUCTION TO THE ENGINEERING OF HARBOURS AND COASTS 2 GENERAL ATMOSPHERIC OCEANIC DYNAMIC MARITIME CLIMATE 3 COASTAL ENVIRONMENT AND LITTORAL GEOMORPHOLOGY 4 WAVES DESCRIPTION GENERATION AND PROPAGATION 5 LONG PERIOD WAVES TIDES AND CURRENTS 6 LITTORAL PROCESSES THE BEHAVIOR OF BEACHES 7 BAYS AND ESTUARIES 8 HARBOURS FUNCTIONS USERS TYPOLO GIES 9 COASTAL ENGINEERING STRUCTURES 10 COASTAL PROTECTION PLANIFICATION AND MANAGEMENT 80 Roads and Airports DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Ignacio P rez P rez OTHER LECTURERS YEAR 4 TYPE Four month Compulsory CREDITS 5 hours per week 7 5 CC 5 5 EC Aims To know the problem areas of design and construction of the different elements of a road The subject can be considered to be focused on the following blocks 1 design of a cross section and analysis of the capacity of a road 2 project and construction of explanations 3 the lay out of the road and 4 the planning of flexible road surfaces and their construction processes Teaching Organization In the five hours per week of lectures the theoretical aspects are given and the practical exercises are set in the themes being dealt with In parallel the laboratory practical lectures are held referring to the fundame
134. heoretical lectures are held and practical exercises previously given are resolved Bibliography Electromagnetismo y circuitoe El ctricos Fraile J Servicio de publicaciones U P M Madrid 1990 Teor a de Circuitos Fundamentos Ras E Marcombo S A 1998 Teor a y Problemas de Circuitos e ctricos Edminister J A Mc Graw Hill New York 1990 Curso Moderno de M quinas el ctricas rotativas Cortes M Editores T cnicos Asociados S A Barcelona 1970 e Transformadores de potencia de medida y de protecci n Ras E Marcombo S A 1985 Assessment To pass a final exam held in February or another in September In addition the lecture participation is evaluated continuously and taken into account Personal Tutorials During working hours During the examination period a specific timetable will be posted Additional Information It is assumed that the students know the basic principles of electro statics and magneto statics See the subject of Applied Physics of the first course 83 Syllabus 1 10 11 12 BASIC CONCEPTS Concept of power load Concept of electric current Intensity Concept of electric field Coulomb s law Concept of magnetic field Superimposition of field Lorenzt s force LAWS OF ELECTROMAGNETISM Gauss Law Law of induction Ampere Maxwell s Law and the divergence of induction field STATIONARY ELECTRIC CURRENT Conce
135. ibliography Le fran ais grande vitesse Truscott S Mitchell M Tauzin B Hachette P ar s 1994 Grammaire 350 exercises Niveau d butant Bady J Greaves L Petetin A Hachette Paris 1996 e La nouvelle Bescherelle L art de conjuguer Hattier Paris 1994 Grammaire progressive du fran ais Gr goire M Thi venaz O CLE Intern Par s 1995 Vocabulaire illustr 350 exercises Niveau d butant Filpa Ekwall D Prouillac F Wateyn Jones P Hachette Par s 1992 Assessment Along the course there will be 2 written tests of partial assessment and one oral test To pass by course it is required to obtain a minimum mark of 5 out of ten in each one Active participation of the students will be taken into account not only in lectures but outside them individual or collective projects Personal Tutorials The timetable of the tutorials will be posted at the beginning of the course Additional Information 116 Syllabus 1 LINGUISTIC OBJECTIVES To introduce oneself Greetings Speaking in a personal situation Quantification Temporal localization Journeys Transport Food and drink Accommodation Banks Health Clothes Shopping Leisure time Characterization Qualifying GRAMMATICAL CONTENTS The noun gender and number The qualifying adjective gender and number The article definite and indefinite contract partitive The possessives adjectives a
136. ic aspects INTRODUCTION TO THE TUNNELS AND UNDERGROUND WORKS Introduction historic perspective Typologies Geomechanic classification adapted to tunnel excavation Structures stability Stress stability stress analysis support Support design characteristic tunnel curve Hook and Brown breaking criterion Constructive aspects hoax Basic aspects over tunnels soil and urban area INSTRUMENTAL WORK Introduction instruments on the geotechnical project Motion and strain measure equip ment surveying Strain gages tiltmeters micrometers special equipment Water pressure measure equipment pressure gages delay time Stress measure equipment total stress cells initial stresses Other special equipment seismic instruments Instruments for tunnel and underground works Foundation instruments Measurements in Dams PROCESSING IMPROVEMENT AND REINFORCEMENT OF THE GROUND Introduction necessity of processing Pre load vertical drainage control systems compacting basic aspects Injections mixes gravel columns Vibroflotation Dynamic consolidation Micropiles and bolts Geotextiles Soil reinforcement methods Reinforcing soil STUDY OF SPECIAL FOUNDATIONS Introduction Towers and skyscrapers foundations Bridges and piers foundations Tanks foundations Maritime foundations Other cases that require special attention EXPANSIVE AND COLLAPSIBLE SOIL FOUNDATIONS Identification of expansive and collapsible soils Expanding and collapsi
137. id Mechanics rm Seis vol menes Carey G F and Oden J T Prentice Hall Englewood Cliffs 1986 e Iterative Solution of Large Sparse Systems of Equations Hackbusch W Springer Verlag New York 1994 Assessment To pass the exam it is essential to have done the works during the course Two final exams are held one in June and another in September In the final mark the marks of the works during the course and the practices done are taken into account Personal Tutorials During working hours and also during the hours shown on the tutorial timetable posted on the notice board Additional Information It is advisable to follow this subject after doing Numerical Calculus 132 Syllabus 1 INTRODUCTION Review of the fundamental concepts of continuum Conservation and Constitutive Equations Outline Conditions examples in Civil Engineering and Mechanics Review of the fundamental concepts of Finite Differences Discreet Systems INTEGRAL FORMULATION The Method of Weighted residuals Approximation of a function and generalization of the concept of Spline Approximation of a solution of a differential equation Approximation of the solution of a differential equation with boundary conditions Natural boundary conditions Introduction to the Method of the boundary elements Generalization to systems of differential equations Virtual Works General Formulation Introduction to variational methods BASIC CONCE
138. ind of industry placement during the summertime period will be equivalent to 4 EC On the other hand up to 12 EC are awarded for carrying out presenting and defending a Proyecto T cnico Technical Proyect The Proyecto T cnico consists of a project related to the definition in depth of the technological aspects of a civil engineering project a study or report on an unconventional topic of the professional field or a work related to engineering of development or to pure research So as to obtain the degree it will be necessary to pass all the subjects included in the table shown below together with the presentation and defending of an End of Degree Project Proyecto Fin de Carrera 20 3 1 2 First Cycle of the Degree FIRST YEAR A eee GE Code EC CC Type Course os 9 12 A fremme o ooo Cs o A Construction Materials _ C joe 65 9 TT 4 f e e Free Configuration Toa 0 8 C ooo e SECOND YEAR i 9 2 A Kuas SSCS om o A mest C os 4s 6 A fMeicandDeserptiveGeomey 34 6s 9 A Hydraulics and Hydrology O as 9 12 A Geology and Introduction to Geotechnical Enginesting x as 6 C piemaGommy Cd xw s 6 Cr General and Applied to Public Works Economics os 45 6 C Mes x 45 6 C TampesanWLaUe 4 6 IC eC gm on Ca ole 21 3 1 3 Secon
139. inear theory Equations of linear stability Criteria of minimal potential energy Slabs with simply supported edges THEORY OF SHELLS IN ELASTIC AND LINEAR RANGE Shells without bending with axial symmetry Particularization to spheres and cones Application to pressure tanks General theory of cylindrical shells in bending INTRODUCTION TO BUCKLING IN SHELLS Strain energy in shells Cylindrical shells in axial compression Modes of buckling in cylindrical shells MATRIX ANALYSIS OF STRUCTURES METHOD OF EQUILIBRIUM Introduction Notations for loads and movements Matrixes of rigidity and flexibility Conditions of equilibrium and compatibility Principle of virtual works Rigid matrix of a straight bar Coordinate axis of bars and general axis Matrixes of transport Equations of equilibrium of joint Assembly of the matrix of rigidity of the structure Properties of the matrix of rigidity Conditions of concordant and non concordant links Other types of conditions Matrix of rigidity in theory of 2 order Method of the stability functions Method of the matrix of geometric rigidity DESCRIPTION OF A PROGRAM OF MATRIX CALCULATION OF STRUCTURES Diagram of general flow System of coordinated axis Coordinates of the joints Boundary conditions Set of geometric and elastic properties of the bars Set of loads Definition of bars connectivity type of bar liberation of degrees of freedom local axis acting loads nodal loads Combination of l
140. ing it to the dimensioning and design of those following the existing regulations Teaching Organisation For 5 hours a week theoretical lectures are held and exercises are resolved based on the theoretical aspects explained The students must carry out a coursework consisting of the study of a real structure Bibliography Curso de estructuras de acero S Hern ndez Ib ez ULC ETSICCPC Ejercicios de estructuras de acero S Hern ndez J Doria L E Romera ULC ETSICCPC Construcciones met licas V Zignoli Ed Dossat Construcci n mixta hormig n acero J Mart nez Calz n J Ortiz Herrera Ed Rueda 1978 Prontuario de estructuras met licas 3 edici n CEDES 1994 Normas MV 101 Acciones en la edificaci n MV 103 C lculo de las estructuras de acero laminado en la edificaci n Assessment Final exams are held in June and September Personal Tutorials During working hours Additional Information It is assumed that the students have followed the subjects of Structures I and Structures II 85 Syllabus 1 GENERAL CONCEPTS Historical origins Current situation and trends Processes of fabrication Series of profiles Technical documentation LIMIT STATE L S L S tests of ductile breaking criteria of plastification L S with dynamic loads variable actions resonance impact band actions L S of fatigue Wolher curve Miner s rule a
141. ining walls sheet pile walls slurry walls Wall stability Wall drainage Parallel walls General methodology for the design of retaining walls Technological aspects of wall construction Sheet pile walls pressure distribution effect of water cantilever sheet piling anchored sheet piling free earth support and fixed earth support methods Anchorages basic concepts Construction processes of slurry walls NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING Introduction Basic concepts of the Finite Element and Finite Difference methods Constitutive equations Elastic and elasto plastic models Critical State models Cam clay and modified Cam clay models Boundary and initial conditions Total and effective stresses Construction processes Fluid soil interaction couple and uncoupled problems consolidation Formulation of dynamic problems Examples 129 Technical English DEPARTMENT English Philology LECTURER IN CHARGE Alberto Dopico Garcia OTHER LECTURERS YEAR I TYPE Compulsory Annual CREDITS 2 hours per week 6 CC 4 EC Aims Students should be able to handle English vocabulary and structures relating to the fields of science civil engineering and economics as well as being able to formulate business correspondence and technical reports in English Teaching Organization Students will attend two hours of class per week classes will concentrate on the four pillars of language learning Comprehension oral skill
142. inos de La Corufia began its academic activities in October 1991 provisionally located in the Laboratorio de Control de Calidad de la Demarcaci n de Carreteras del Estado en Galicia dependent on the Ministry of Public Works in the locality of Arteixo The building which currently houses it since 1994 was built in the University Campus of Elvifia The academic year 2001 2002 is therefore the eleventh in the recent history of the School and this year will see the seventh group of Civil Engineer students being graduated in Galicia The privilege which having the current facilities signifies after such a short period of existence would not have been granted without the support that the institutions have given to the School To the vicechancelorship s of the University of La Corufia and those of the Colegio de Ingenieros de Caminos Canales y Puertos we have to add those of the City Hall of La Corufia the Regional Government and the Ministry of Public Works The firms linked to the sector have also wholeheartedly endorsed the School articulating this through the Fundaci n de la Ingenieria Civil de Galicia Foundation of Civil Engineering of Galicia source of resources and of support from the very early and difficult years of the School up to the moment Special mention should be made to the founder of the School Prof Fermin Navarrina Martinez its first Head of the Department Apart from some relevant information about the degree and the School
143. iography e Coastal Engineering HORIKAWA K 1978 Univ of Tokyo Press Coastal Meteorology HSU S A 1988 Academic Press Coastal Estuarial and Harbour Engineers Reference Book ABBOTT M B amp PRICE W A 1994 E amp FN Spon Meteorolog a Din mica Clima de las costas espa olas ACINAS J R 1997 Universidade da Coru a T rculo A G A Coru a e Port Engineering 2 Vols Bruun P Gulf Publishing Co 1973 1989 Recomendaciones para obras mar timas FOMENTO 1990 Puertos del Estado Shore Protection Manual CERC Coastal Engineering Research Center 1984 U S Army Corps of Engrs U S Govt Printing Office 2 Vols Water wave Mechanics for Engineers and Scientists DEAN R G amp DALRYPLE R A 1984 World Scientific Advanced Series in Ocean Engineering e Wind waves Their generation and propaga tion on the ocean surface KINSMAN B 1965 Prentice Hall Assessment It is recommended that coursework be carried out There will be two partial exams during the year apart from the final ones in July and September To pass by course it is required to obtain a minimum mark in each exam moreover the coursework mark will be taken into account Personal Tutorials During working hours In the exam period a specific time table will be posted Additional Information It is assumed that the students have taken the subjects corresponding to t
144. ion and will elaborate their own using the models and elements studied Bibliography e El medio rural y la pr ctica del urbanismo en Galicia contradicciones Manuel Gallego Jorreto Edici ns Galaxia A Coru a 1975 e Resumen hist rico del urbanismo en Espa a Garc a Bellido y otros Instituto de la Administraci n Local Madrid 1997 Historia del Urbanismo en Europa 1750 1960 Benedetto Gravagnolo Ediciones Akal Madrid 1998 La pr ctica del urbanismo Sir Raymon Unwin Gustavo Gili Barcelona 1984 Dise o de la ciudad 5 Leonardo Ben volo Gustavo Gili Barcelona 1982 Las formas de crecimiento urbano Manuel de Sol Morales i Rubi Ediciones UPC Barcelona 1997 Nuevos territorios nuevos paisajes Varios autores Actar Barcelona 1997 Assessment Continuous assessment through the following up of the course work and explanations of the students Personal Tutorials They will be fixed in mutual agreement with the students Additional Information 167 Syllabus 1 URBANIZATION OF TERRITORY 2 TERRITORIAL STRUCTURE OF RURAL AREAS 3 INTERPRETATION OF URBANISTIC INFORMATION 4 RESIDENTIAL FORMS OF THE CITY OF THE 18 AND 19 CENTURY 5 PROPOSALS OF NEW MODELS OF THE CITY 6 RESIDENTIAL FORMS OF MODERN MOVEMENT 7 FORMS OF GROWTH OF THE CURRENT CITY 8 REGULATION OF ROADS AND BUILDING IN RESIDENTIAL AREAS 9 REGULATION OF ROADS AND BUILDING IN INDUSTRIAL
145. ion of academic boundary value problems Application of the transforms of Laplace and Fourier to civil engineering problems 69 Materials Science DEPARTMENT Construction Technology LECTURER IN CHARGE Alejandro Mosquera Martinez and Jorge Molinero Huguet OTHER LECTURERS YEAR 3 TYPE Four Month Compulsory CREDITS 5 hours per week 7 5 CC 6 EC Aims Providing a general view about the most accepted models on fracture mechanics within the context of civil engineering Providing knowledge about topics related with material physics anelastic constitutive equations creep and relaxation general plastic behavior corrosion and material aging Teaching Organization Five hours per week including theoretical and practical sessions Bibliography The Practical Use of Fracture Mechanics Broek D Kluwer Academic Pub 1989 Advanced Fracture Mechanics Kanninen M F y Popelar C H Oxford Eng Sciences Series 1985 Numerical Fracture Mechanics Aliabadi M H y Rooke D P Kluwer Academic 1991 e C digo Modelo CEB FIP 1990 e Engineering Materials 1 Michael F Ashby y Davis R H Jones Int Series Materials Science and Technology volumen 34 1991 Ciencia de los Materiales J C Anderson Limusa Noriega Editores 1998 Ciencia e Ingenier a de los Materiales Jos Antonio Pero Sanz Elorz CIE Inversiones Editoriales 2000 Creep of plain and structural concrete Neville C
146. l Assessment Once the training period has finished the student will send the Academic Secretary a report with detailed relation of the tasks and activities carried out during the training period This report together with the one issued by the tutor appointed by the firm will be assessed by a School Committee and will constitute the basis for the final mark of the student Personal Tutorials Additional Information It is advisable to carry out the Training Period at the end of the fourth year 180 4 ACADEMIC CALENDAR and LECTURES AND ASSESSMENTS TIMETABLE 181 4 1 FIRST YEAR E T S DE INGENIEROS DE CAMINOS CANALES Y PUERTOS UNIVERSITY OF LA CORUNA 1 October Start of the lectures 1 four month period Sth October Inauguration of the academic year 8 October Public Holiday Our Lady of the Rosary feastday 12 October Public Holiday Spanish National Holiday 1 November Public Holiday All Saints Day 6 December Public Holiday Day of the Spanish Constitution 8 December Public Holiday The Immaculate Conception 22 December until 7 January Christmas Holidays 21 January Last day of lectures 1 four month period 224 January Public Holiday St Domingo of the Way 23RD January until 9 February Exam Period 287 January Public Holiday St Thomas 11 and 12 February Public Holiday Carnivals 13 February Start of the lectures 2 Four month period 19 March Public Holid
147. l and Representation Methods Area Ingenier a Cartogr fica Geod sica y Fotogrametr a Cartography Geodesy and Photogrammetry Engineering lvarez Garc a Julia PAU TC Hern ndez Ib ez Luis Antonio PAU TC Gonz lez del R o ngel PAU TP L pez Blanco Antonio PAU TP Serantes Barbeito Jos Antonio PAU TP Solas Alados Jos Miguel PAU TP Area Ingenier a e Infraestructura de los Transportes Transport Infrastructures and Engineering Rodr guez Bugar n Miguel D TU TC P rez P rez Ignacio TUI TC Novales Ordax Margarita PAU TC Orro Arcay Alfonso PAU TC Sanchez Tamayo Pedro PAU TP Area Ingenieria Hidr ulica Hydraulic Engineering Acinas Garcia Juan Roman TU TC Puertas Agudo Jer nimo TU TC Iglesias Rodriguez Gregorio PAU TC Babio Arcay Ricardo PAU TP 12 Area Matem tica Aplicada Applied Mathematics Casteleiro Maldonado Manuel CU TC Navarrina Mart nez Ferm n Luis CU TC Colominas Ezponda Ignasi TU TC Martul Alvarez de Neyra Ram n TU TC Dominguez P rez Xabier Eduardo PAU TC Fe Marqu s Jaime PAU TC G mez Calvifio Javier PAU TC L pez Jato Raquel PAU TC Mart nez Lage Isabel PAU TC Mosqueira Martinez Gonzalo PAU TC Rodrfguez Vellando Pablo PAU TC Fern ndez Carvajal Area Tecnologias del Medio Ambiente Environmental Technologies Su rez L pez Joaquin TU TC J come Burgos Alfredo TUI TC Rodriguez Justo Estrella PAU TC Area Proyectos en la Ingenieria Projects in Engineering B rtolo Cadena
148. lectures are imparted and numerical examples are solved Technical visits are organized to railway installations in the region Bibliography e Ferrocarriles Garcia Diaz de Villegas J M Publicaciones de la E T S Ingenieros de Caminos Santander 2000 Tratado de Ferrocarriles Oliveros Rives F L pez Pita A y Mej a Puente M Editorial Rueda Madrid 1977 e Tratado de Explotaci n de Ferrocarriles I Oliveros Rives F Rodr guez Men ndez M y Mejia Puente M Editorial Rueda Madrid 1983 Operaci n de Trenes de Viajeros Garc a lvarez A Cillero Hern ndez A Rodr guez Jeric P Fundaci n de los Ferrocarriles Espa oles Madrid 1998 Assessment A final exam is held with a theoretical part and another with numerical questions To pass the course it is required to pass both parts Personal Tutorials In working hours Additional Information 152 Syllabus I RAIL TRANSPORTATION TERMINALS 1 Passenger stations 2 Goods stations H INTRODUCTION TO ROLLING EQIPMENT 3 Therolling eqipment Types of vehicles TI TRAIN DYNAMICS 4 Adherence and traction 5 Resistances and forces 6 Train braking 7 The rolling equipment in movement IV TRACTION 8 Electric traction 9 The contact line and the return circuit 10 The locomotive Mechanical part 11 The locomotive Electric and diesel traction V OPERATION 12 Signaling 13 Introduction to interlocking 14 Communicati
149. lics and Environmental Engineering is required 159 Syllabus 1 SYSTEMS OF INTEGRAL AND INTEGRATED SEWAGE SYSTEM INTRODUCTION PHILOSOPHY OBJECTIVES ADVANCED MANAGEMENT OF URBAN SEWAGE SYSTEM TOOLS FOR DESIGN AND PLANNING URBAN DRAINAGE PRECIPITATION IDF curves Hyetogram of calculation Construction of synthetic hyetogram Losses Net rain TRANSFORMATION RAIN RAINOFF Rational method Unitary Hyetogram Methods based on the equations of hydraulics HYDRAULICS OF COLLECTORS Studies of permanent and non permanent regime Outline conditions Crotches Criteria of design TYPOLOGY OF INFRASTRUCTURES OF DRAINAGE AND URBAN SEWAGE SYSTEM Dimensions of wells galleries and collectors Particular works New trends in urban drainage CALCULATION BY MEANS OF COMMERCIAL MODELS Transformation models of rain run off and hydraulics of collectors Use of SWMM BIOFILMS TREATMENT OF WASTE WATERS Biological processes BASIC TYPOLOGY OF BIOLOGICAL PROCESSES THEORETICAL BASES OF BIOLOGICAL PROCESSES Study of populations Biokinetics of elimination of substratum Biokinetics of growth of biomass Biokinetics of consumption of oxygen ANALYSIS OF THE BIOFILM Formation and accumulation Composition Physical characteristics Transformation of materials and reaction Models of simulation TYPOLOGY OF AEROBIC BIOFILM PROCESSES BACTERIAL BEDS Concept Description of process Supporting method Deposit Feeding of waste water Exit of waste wat
150. mall groups Bibliography F sica 2 Vol Serway R A Mc Graw Hill Interamericana Editores M jico 1997 fourth edition F sica para la ciencia y la tecnolog a 2 Vol Tipler Paul A Editorial Revert Espa a 1999 fourth edition F sica Universitaria 2 Vol Sears F W Zemansky M W Young H P Freedman R A Addison Wesley Longman de M xico M xico 1999 ninth edition Mec nica vectorial para ingenieros 2 Vol Beer F P y Johnston E R Mc Graw Hill Interamericana de Espa a Madrid 1997 sixth edition F sica Vol 1 Mec nica Vol 2 Campos y Ondas Alonso M y Finn E J Addison Wesley Iberoamericana Estados Unidos 1987 Curso de termodin mica Aguilar J Alhambra Longman Madrid 1998 Termodin mica Wark K D E Richards Mc Graw Hill Interamericana de Espa a Madrid 2001 sixth edition Assessment There will be two assessment examinations covering part of the course and two final examinations in June and September In order to pass it is necessary to obtain a minimum mark in both partial exams and also to carry out the laboratory practical lesctures Personal Tutorials The lecturers will post their tutorial hours at the beginning of the academic year Additional Information 32 Syllabus 1 VECTOR SYSTEMS Polar moment Axial moment Invariants Central axis Equivalence and reduction PARTICLE MECHANICS Kinematics
151. ncrete Fiber Reinforced Concrete other cement based materials METALLIC MATERIALS mechanical properties production and applications Special steels Aluminum other metallic materials COMPOSITE MATERIALS mechanical properties production and applications Glass Fiber Carbon Fiber Aramide Fiber Thermostable Resins and Thermoplastic Matrices CONSTRUCTIVE SYSTEMS Concrete support scaffoldings and forms Construction procedures building dams other structural elements PATHOLOGY AND REPAIR OF CONCRETE AND STEEL STRUCTURES PATHOLOGY State of the art Causes of pathology attacks to concrete and steel resistance decrease project materials handling and maintenance flaws Impact of pathology in durability and capacity REPAIR Structure diagnosis Repair materials Repair of different structural elements 162 Rock Mechanics DEPARTMENT Construction Technology LECTURER IN CHARGE Jordi Delgado Martin OTHER LECTURERS YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To introduce the student to basic knowledge in relation to rock mechanics Teaching Organization Lectures in theory practical lessons and selected field trips Bibliography e Underground excavations in Rocks E Hoek and E T Brown Institution of Mining and Metallurgy 1980 e Rock Slope Engineering E Hoek and J W Bray Institution of Mining and Metallurgy 1981 Introduction to Rock Mechanics
152. nd Chebychev economization Least squares approximation fundamental thorem normal equations orthogonal polynomials smoothing Mini max approximation Splines Computer aided representation Bezier curves and B splines Multidimensional interpolation NUMERICAL INTEGRATION AND DERIVATION Newton s integration open and closed Newton Cotes quadrature formulae Gaussian integration Legendre Laguerre Hermite Chebychev Radau and Lobatto quadratures Other techniques combination of simple formulae composite formulae Richardson s extrapolation Romberg s integration Filon s integration Convergence Treatment of discontinuities and singularities Multiple integrals Numerical derivation ORDINARY DIFFERENTIAL EQUATIONS Initial and boundary value problems Euler s method Consistency convergence and stability One step methods Taylor s series Runge Kutta methods Multi step methods Adams Bashforth Moulton and predictor corrector methods Richardson extrapolation step control Burlisch Stoer methods Stiff systems Shooting method PARTIAL DIFFERENTIAL EQUATIONS The Finite Diference method Consistency convergence and stability Parabolic equations explicit implicit and Crank Nicolson s methods Von Neumann stability analysis Elliptic equations Hyperbolic equations Integral methods weighted residual methods trial and test functions Ritz s method and Finite Element method Galerkin s method implementation Eigen
153. nd F SCHWARTZ 1990 e Analysis and evaluation of pumping test data KRUSEMAN H DE RIDDER J Inter Inst For Land Reclamation and Improvement Wageningen Holanda 1970 e Applied hydrogeology FETTER C W J R Ch E Merrills Pub 1980 e Introduction to the groundwater modeling finite difference and finite element methods WANG H F ANDERSON M P W H Freeman N amp Co San Francisco 1982 Assessment To pass the exam it is necessary to do the set exercises satisfactorily to have carried out the field trips and laboratory practices correctly and to do an individual course project Personal Tutorials The lecturers post the weekly tutorial timetable at the beginning of the course Additional Information It is assumed that the student has passed previously the following subjects Hydraulics and Hy drology I amp II and Geology and Introduction to Geotechnical Engineering Moreover it is advisable that the students should have studied previously the subjects of Statistics and Numerical Calculus 154 Syllabus 1 2 INTRODUCTION THEORY OF THE FLOW OF UNDERGROUND WATER Basic principles and fundamental equations for the knowledge and study of water flow through permeable media FLOW IN AQUIFERS Equations and methods flow equations in aquifers Dupuit hypothesis pressure surfaces layout and interpretation pressure oscillations Exploration techniques of underground waters Flow through non satura
154. nd Maritime Propulsion LECTURER IN CHARGE Mar Toledano Prados OTHER LECTURERS YEAR 2 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 5 EC Aims Training students in engineering mechanics so as to solve some engineering applications related to mechanics in Civil Engineering Teaching Organization Asa general rule during the course the lecturer will dedicate two hours per week to theory and two hours per week to solving problems Bibliography Mec nica vectorial para ingenieros 2 Vol Beer F P y Johnston E R Mc Graw Hill M jico 1992 Mec nica cl sica Goldstein H Revert Barcelona 1990 F sica te rica Vol 1 Mec nica Landau L D y Lifshitz E M Revert Barcelona 1988 Din mica cl sica de las part culas y sistemas Marion J B Revert Barcelona 1991 Est tica Meriam J L Revert Barcelona 1991 Din mica Meriam J L Revert Barcelona 1991 Assessment The evaluation is carried out through the final exams in June and September Personal Tutorials The teacher will give the information about the hours for personal tutorials at the beginning ofthe course Additional Information 53 Syllabus 1 10 11 DYNAMICS OF RIGID BODIES IN PLANAR MOTION Newton s Laws Energetic concepts Conservation law Linear and angular momentum Momentum principles Impact between bodies Vibrations PARTICLE KINEMA
155. nd Morfett J Harper Collins London 1986 Mec nica de los fluidos Streeter V L Mc Graw Hill New York 1958 Open Channel Flow Chow V T Mc Graw Hill New York 1959 Assessment To pass the subject it is necessary to have done correctly the laboratory coursework The assessment is based on two partial exams besides the final exams of June and September To pass the course it is necessary to obtain a mark of 5 out of 10 at each partial exam or at any of the final ones The passed partials are kept till September Personal Tutorials Posted at the beginning of each academic course Additional Information It is considered that the student has assimilated the mathematical and physics contents of the first year 45 Syllabus 1 gt uo 5 5 N N DD L KY KY DD KY D m R NS EN IDG JER E GEN OT da OC NPE y INTRODUCTION TO THE SUBJECT MECHANIC CHARACTERISTICS OF FLUIDS HYDROSTATICS BASIC EQUATIONS HYDROSTATICS CALCULATION OF BALANCES AND THRUSTS MOVEMENT OF FLUIDS IN CONDUITS BASIC EQUATIONS DIMENSIONAL ANALYSIS INTRODUCTION TO THE IDEA OF BOUNDARY LAYER STUDY OF PERMANENT MOVEMENT IN PIPELINES TURBOMACHINES NON PERMANENT MOVEMENT IN PIPELINES INTRODUCTION TO THE STUDY OF MOVEMENT IN FREE SHEETS PERMANENT AND UNIFORM MOVEMENT IN CANALS SPECIFIC ENERGY HYDRAULIC JUMP DISSIPATION OF ENERGY GRADUALLY VARIED OPEN CHANNEL FLOW RAPIDLY VARIED MOVEMENT TRANSITIONS RAPIDL
156. nd pronouns other structures to express possession The demonstratives determiners and pronouns special uses of the demonstratives The numbers Personal pronouns Negation Interrogation adjectives pronouns and interrogative adverbs The verb the conjugations the auxiliaries The prepositions principal prepositions The adverbs principal adverbs Relative pronouns GROUP B The students who already possess some previous knowledge of the French language are integrated in Group B practical lectures intermediate level and the objectives proposed are to maintain and update their linguistic skills of general French as well as familiarize them with the lexical and basic technical discourses The classes of this group are focused on the multiple exploitation of technical documents of the most diverse origins insisting fundamentally on reading comprehension understanding that this is the skill which allows extracting information from specialised texts Besides trying to master the minimum vocabulary of the different ambits of technique and technology revising those morphological questions and syntaxes of greater scientific technical occurrence and which present greater difficulty for Spanish speakers or Gallego speakers 117 Reinforced and Prestressed Concrete II DEPARTMENT Construction Technology LECTURER IN CHARGE Fernando Martinez Abella Cristina V zquez Herrero OTHER LECTURERS Manuel F Herrador Barrios YEAR 5 TYPE Four Mo
157. nformation It is assumed that the students have made used of matrix analysis programs 112 Syllabus 1 THE FINITE ELEMENT METHOD Concept of discretization of a structure Elements and joints of the structure Concept of degree of freedom Main types of elements Nodal loads Conditions of equilibrium and compatibility FINITE ELEMENTS IN TWO DIMENSIONAL ELASTICITY Flat stress Flat strain Field of displacements stresses and strains Constitutive equations Principle of virtual works Triangular linear element Discretizatin of the elastic problem Nodal forces Equations of equilibrium by means of VWP Stiffness Matrix of the element Stiffness Matrix of the structure Calculation of the displacements stresses and strains Formulation of the previous problems by means of rectangular linear elements Serendipitous rectangular elements Langragian triangular elements of higher order Elements of curved shape Isoparametic elements INTEGRATION IN THE FINITE ELEMENT THE FORMULATION Analytic integrals of triangular and rectangular elements with straight sides Numerical integration Quadrature of Gauss Legendre Comparative study of the most common elements TWO DIMENSIONAL FINITE ELEMENTS Solids of revolution Definition of the model Fields of displacements and strains Field of stresses and constitutive equations Triangular elements of three nodes matrixes and associated vectors Rectangular element of four nodes Isoparam
158. ng by rivets and TAR linking by ordinary and calibrated screws dimensioned Welding methods of execution types of electrodes calculation of flat and spatial linking Bases of piles DEFINITION OF COMBINED STRUCTURE CONCRETE AND STEEL Use Basic hypothesis Concrete diagrams elastic and deferred deformations breaking criteria limit values flowage relaxation and retraction Steel diagrams structural steel passive reinforcement prestressing reinforcement and connection reinforcement NORMAL LOADS AXIL AND FLECTOR AND TRANSVERSALS SHEARING TORSION AND CONNECTION Methods of calculation ideal section distributed forces Instantaneous and deferred analysis Analysis of rate of cracking Thermal analysis Mixed prestressed sections isostatic prestressed and post connection Momentum curvature diagrams and of M N interaction Shear stresses Gradient Lines of shearing Module of torsion Box sections Connections Transversal reinforced concrete in slabs Shear stress in exhaustion Ultimate grazing Interaction M N V Crush of webs Anelastic calculation of the connection and slab grazing METHODS OF CALCULATION PREDIMENSIONED AND CONNECTIONS Lineals reduced sections and methods based on constant types 0 1 and 2 methods of the ELU and ELS Non lineals elastoplastic analysis by momentum curvature diagram plastic analysis by joints interaction M N V and types of sections Construction processes Imperfections and local bu
159. ng mechanisms Preventive measures Corrective measures FOUNDATION PATHOLOGIES UNDERPROPS Foundation construction outputs over adjacent structures Subsidence phenomena foundations in affected area Underprops SLOPES PATHOLOGIES Instability analysis Degradation and erosion of slopes Landslides and fall of blocks EXCAVATION DRAINAGE Drainage typologies excavations dams tunnels mines Pump diagrams shafts well point electro osmosis Drainage in relation to the ground Flow models aproximations Basic equations compilation no stationary conditions Two dimensional flow trenches Flow with radial symmetry isolated shafts shafts system charges leakage on shafts Basic concepts of numerical methods to resolve the flow equation INTRODUCTION TO SOIL DYNAMICS Introduction Stress strain relations Cushioning factor Liquefaction and cyclic mobility Laboratory trials Simplified Seed Method to evaluate the liquefaction potential Modern methods based on effective stresses Machine foundations basic concepts 109 Control and Regulation of Traffic DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Ignacio P rez P rez OTHER LECTURERS YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To apply traffic science To know and apply the methods of regulation of traffic Teaching Organization Theoretical lectures are taught and practical exercises related to t
160. nn Integral Mean value Theorems Fundamental Theorem of Calculus Riemann sums Improper integrals Determination of antiderivatives integration formulas integration by parts reduction formulas integration of trigonometric rational irrational exponential logaritmic and hyperbolic functions Determination of areas volume s and arclengths surfaces of revolution Double integrals triple integrals 5 VECTORIAL FUNCTIONS Generalization of concepts limit continuity differentiability Vector function of a real variable Real function of a vector variable Vector function of a vector variable Composition of functions The chain rule Higher derivatives Mixed partial derivatives Higher differentials Taylor series Relative maxima and minima Implicit function Inverse function Constrained maxima and minima 6 COMPLEX NUMBERS Definition and basic operations Binomial and trigonometrical representation of a complex number Conjugate and inverse of a complex number Euler formula Power root and logarithm of a complex number Hyperbolic and trigonometric functions in C 7 SEQUENCES IN R Sequences in metrical spaces definition limit of a sequence types of sequences Monotonic sequences Operation with limits Indeterminate expressions Infinite and infinitesimal Convergence tests Determination of limits 8 SERIES IN R Definition and properties General convergence tests Convergence tests for series of positive terms S
161. ns intersection with a straight line developing and laying out of a geodesic line Straight and oblique prisms Idem Sphere Generation representation apparent outlines situation of a point hidden and visible parts tangent planes section planes intersection with a straight line Cones Idem Developments and geodesic lines Cylinders Idem THEOREMS ON INTERSECTION OF QUADRICS Intersections of prisms and pyramids Intersections of cones and spheres Intersections of cylinders and sphere Intersections of cones and cylinders Intersections of figures of revolution method of the spheres Generalities general methods of planes for the vertices types of intersection penetration tangency and double tangency method of contraprojection of tracing special cases FIGURES OF REVOLUTION Torus Scotland Ellipsoid Paraboloid Hyperboloid of two blades Methodology of intersection of these surfaces for their condition of quadrics or of revolution surfaces Generation and representation situation of a point tanget plane in a point DEVELOPABLE AND BUCKLED ADJUSTED SURFACES General generation general view of bucked adjusted surfaces surfaces of director plane of director cone helizoid Chasles Theorem accordant surfaces properties of the adjusted beams hyperbolic paraboloid Buckled hyperboloid Conoids Helicoid of the director plane Generation double generation director planes representation situation of points tangent
162. nt In order to pass the course it is mandatory to perform and pass with sufficiency the practicum program Two non absolving partial examinations apart from the ordinary June and September final examinations will be held It is necessary to reach a minimum mark in order to avoid the final examinations In the mark will be considered the eventual reports and coursework requested by the lecturers Personal Tutorials To be convened beforehand with each lecturer Additional Information The course is divided into two clearly differentiated conceptual parts Geology and Introductory Geotechnics Both parts are integrated in order to give the student a comprehensive view of the interactions between geology and engineering 47 Syllabus 1 10 11 12 13 INTRODUCTION TO GEOLOGY The role of geology in civil engineering Key concepts in Geology I Cycles the rock cycle the hydrological cycle geochemical cycles II Time relative and absolute dating III Scale atomic scale processes planetary scale processes The Principles of geology Time in geology Geochronology Origin structure and evolution of Earth Earthquakes Geodesy Thermal Flux Isostasy Subsidence Paleomagnetism Plate Tectonics MINERALOGY Chemical bonding Electronegativity The mineral concept Crystal chemistry Physical properties Study methods Systematics Minerals of interest for the civil engineer PETROLOGY I IGNEOUS ROCKS In
163. nt of elements h Method of increment of the order of the elements Combined methods 113 Railways DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Miguel Rodriguez Bugarin OTHER LECTURERS Alfonso Orro Arcay YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To identify the essential features of railway transportation differentiating them from those in other transportation systems To identify the track structure to calculate its geometry and mechanical behaviour to know and to identify the construction methods diagnosis and maintenance of the track Teaching Organization During 4 hours a week theory lectures are imparted and numerical examples are solved Technical visits are organised to visit railway installations in the region and maintenance and renovation works of tracks Bibliography e Ferrocarriles Garcia Diaz de Villegas J M Publicaciones de la E T S Ingenieros de Caminos Santander 2000 La Via del Ferrocarril Alias J y Vald s A Editorial Bellisco Madrid 1990 Modern Railway Track Esveld C MRT Productions Duisburg 1989 Track geotechnology and substructure management Seling E T y Waters J M Thomas Telford Londres 1994 Assessment A final exam is carried out with a theoretical part and another with practical questions To pass the course it is required to pass both parts Personal Tutorials In working h
164. ntal tests explained in the theoretical lectures Bibliography e Normativa vigente del Ministerio de Fomento Instrucci n de carreteras PG 3 75 modificado Instrucci n de drenaje 5 2 1 C e Colecci n de libros Tr fico explanaciones y drenajes trazado de carreteras y firmes Kraemer C E T S de Ingenieros de Caminos de Madrid Ingenier a de Tr fico Antonio Vald s Manual de Capacidad de Carreteras Asociaci n t cnica de carreteras Comit espa ol de la A I P C R e Control de calidad en obras de carreteras Ignacio Morilla Abad Revistas CEDEX y Carreteras Assessment The evaluation of the subject is carried out by means of a final exam and the participation in the lectures is taken into account as well as the submitting of the practical exercises Personal Tutorials The lecturers set the times of weekly tutorials in mutual agreement with the students Additional Information Knowledge of construction materials is assumed cements aggregates asphalts etc as well as the methods of proportioning of granular materials granulometrics and adjustment by Fuller and Bolomey 81 Syllabus 1 TRAFFIC ENGINEERING Road transport Vehicles Movement of vehicles Interaction between wheel and pavement The driver and the pedestrian The road networks and their elements Characteristics of traffic Planning and lay out of roads Traffic studies Inventory of roads
165. nth Option CREDITS 4 hours per week 6 CC 4 EC Aims To deepen the basic knowledge acquired in the subject Reinforced and Prestressed Concrete I specially in the topics related with design and prestressed concrete Teaching Organization Theoretical and practical lectures are complemented with visits to different construction sites laboratory practices and lectures imparted by specialists Bibliography Hormig n Armado y Pretensado II Murcia J Aguado A y Mari A R Edicions UPC Barcelona 1993 Hormig n Armado 14 Edici n basada en la EHE ajustada al C digo Modelo y al Euroc digo Jim nez P Garc a A y Mor n F Gustavo Gili Barcelona 2000 EHE Instrucci n de Hormig n Estructural Ministerio de Fomento Madrid 1999 Hormig n armado y pretensado Ejercicios Mar A R Aguado A Agull L Mart nez F Cobo D Edicions UPC Colecci n Politext Barcelona 1999 Proyecto y c lculo de estructuras de hormig n Tomos I y II Calavera J Intemac Madrid 1999 La EHE explicada por sus autores Coordinador de la obra Garrido A Leynfor Madrid 1999 Estructuras de Hormig n Armado Tomos I a VI Leonhardt F El Ateneo Buenos Aires 1984 Estructuras de Concreto Reforzado Park R Paulay T Limusa M xico 1980 Manual de Aplicaci n de la EHE Materiales ejecuci n control Comentado Garrido A Leynfor Madrid 1999 e Modern p
166. ntrated loads supports joints short cantilevers plates shells foundations singular piers prestressed concrete elements with post tensioned unbonded tendons PRESTRESSING TECHNOLOGY Criteria in the selection of the prestressing systems Initial steps in prestres sing transport sheaths etc sheath grounting stressing maintenance and control 119 Environmental Impact of Engineering Works DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Joaquin Su rez L pez OTHER LECTURERS Alfredo J come Burgos and Estrella Rodriguez Justo YEAR 5 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To know and understand the functioning of ecosystems and the environmental factors with the aim of making an inventory of the environment To study methodologies of evaluation of impacts and its application to studies and evaluations of environmental impact Teaching Organization For four hours a week lectures in theory are given The student carries out a course project and different activities of exposition of topics Bibliography e Gu a para la elaboraci n de estudios del medio f sico contenido y metodolog a CEOTMA Ministerio De Obras P blicas Transporte y Medio Ambiente MOPTMA Madrid 1992 Gu a metodol gica para la evaluaci n del impacto ambiental Conesa Fdez V Mundi Prensa Madrid 1995 Evaluaci n del impacto ambiental G mez Orea D E
167. o Josefina PAU TP 2 2 2 Non Academic Staff Administration and Students Office Seijo Garc a Julia Dfaz Marqu s Jos Antonio Financial Administration Office de la Fuente Simes Pilar Information Office Pan Lantes Horacio Casal Garcfa Mar a Jesus M ndez V zquez Marfa Esther Rodriguez Martinez Roberto 14 Library Roel Vilas Pilar Sierra Quiroga Carmen Fern ndez L pez Jos Felipe Seoane Antelo Juana Secretary of the Departamento de M todos Matem ticos y de Representaci n Afi n Teijido Jos Luis Secretary of the Head of the Department of Civil Engineering Garcfa Filgueira Ana Marfa Webmaster Rodr guez Fern ndez Alejandra 15 2 3 ROOMS and TELEPHONE NUMBERS SURNAME NAME NUMBER ROOM NEIN E A EG EE gt Beneyto Gonzalez Baylin onzalez Day m armen enst Gone IN Cass rm B rtolo Cadenas uan Jos 428 Al E mmm Errem m H9 Arn Presas 0 ge s S ee de E NE ej Dong Ver ar pram m Dopico Gare Jfalbeme s JANS j A A ROO oan rro m E uente Simes i ar de la aromaer ramen rer LL LA q gt A onz lez Meijide Jos Antonio e uncosa Rivera Ricardo urado Albarracfn Martin n os ner Pepe Branco pomis rr Nw Lopez Comalle fCanddodame OT ROT EEE Martinez Mart nez Lage Isabel meme 7 paeem p
168. oads 63 Geotechnical Engineering II DEPARTMENT Construction Technology LECTURER IN CHARGE Luis Medina Rodriguez OTHER LECTURERS Manuel Melis Maynar and Jorge Molinero Huguet YEAR 3 TYPE Compulsory Annual CREDITS 4 hours per week 12 CC 8 5 EC Aims The main aim of this subject is to supply the students with the necessary knowledge and information about Soil Mechanics introducing the laws and key rules for geotechnical calculus Teaching Organization Theoretical and practical lectures Compulsory laboratory exercises Bibliography e Principles of Geotechnical Engineering Das B M PWS Publishing Company 1985 Mec nica de Suelos T W Lambe y R V Wihtman Limusa 1991 e Introduction to geotechnical Engineering R D Holtz y W D Kovacs Prentice Hall 1981 e Geotecnia y Cimientos I y II J A Jim nez Salas y otros Editorial Rueda Madrid 1975 y 1981 e The Mechanics of soils J H Atkinson y P L Bransby Mc Graw Hill 1978 e Elastic solutions for soil and rock mechanics H G Poulos y E H Davis Centre for geotechnical reseach University of Sidney 1991 e Soil Mechanics in Engineering Practice K Terzaghi y R B Peck John Wiley 1967 Assessment Two partial examinations will be made during the course besides the final examinations in June and September In order to pass the subject the students should attend the laboratory lectures and submit a report about them
169. of structure detailing finishes installations and specific equipment for building construction Teaching Organization There are four lectures per week dedicated to theory and practice There are also lectures by building designers and visits to construction sites and prefabrication plants Bibliography e Estructuras de edificaci n prefabricadas FIP ATEP Madrid 1996 Edificaci n con prefabricados de hormig n Vaquero J et al Ieca 1996 Manual de ejemplos de Aplicaci n de la EHE a la Edificaci n Ache Geho Atep Madrid 2001 Proyecto y c lculo de estructuras de hormig n Tomos I y II Calavera J Intemac Madrid 1999 Normas NTE NBE EF 96 NBE CPI 96 NBE CT 79 NBE AE 88 PCI design handbook precast and prestressed concrete 5 edici n PCI Chicago 1999 Prefabrication with Concrete Bruggeling A S G Huygue G F Balkema Rotterdam 1991 PCI manual for the design of hollow core slabs Buettner D R Becker R J PCI Chicago 1998 Multi storey precast concrete framed structures Elliott B tir R Vittone Lausanne Polytechniques et Universitaires Romandes Lausanne 1996 Assessment There are final examinations in June and September To pass the subject it is necessary to have passed each part of the subject building and prefabrication in the final examinations of June or September Personal Tutorials They will be posted at the beginning of the second semester
170. of the Rosary feastday 12 October Public Holiday Spanish National Holiday November Public Holiday All Saints Day 6 December Public Holiday Day of the Spanish Constitution 8 December Public Holiday The Immaculate Conception 22 December until 7 January Christmas Holidays 21 January Last day of lectures 1 four month period 22 4 January Public Holiday St Domingo of the Way 23RD January until 9 February Exam Period 287 January Public Holiday St Thomas 11 and 12 February Public Holiday Carnivals 13 February Start of the lectures 2 4 Four month period 19 March Public Holiday St Joseph 23 March until 1 April Easter Holidays 1 May Public Holiday Labour Day 17 May Public Holiday Galician literature festivity 28 May Last day of lectures 2 Four month period 29 May until 6 June Exam period 1 until 28 September Exam period DUR H YEAR PY Monday uesday Wednesday pe riday our Month Period COMPULSORY COURSES HAP Reinforced and Prestressed Concrete IA Environmental Engineering PC Harbours and Coasts CA Roads and Airports ELC Electrical Engineering OH Hydraulic Works EMCM Steel Structures and Combined Construction OPTIONS FREE CONFIGURATION COURSES CA2 Roads and airports II CDE Dynamic analysis of structures DAV Computer aided design and visualization E3 Structures III FCL Railways HS Underground Hidrology IT3 Geotechnical Engineering II
171. olegio de Ingenieros de Caminos Canales y Puertos Institution of Civil Engineers and qualifies them to practice in all the Civil Engineering fields within Spain At the moment there are only nine of these institutions in Spain ie Madrid 1802 Santander 1966 Valencia 1968 Barcelona 1973 Granada 1988 La Corufia 1991 Alfonso X 1996 Ciudad Real 1988 and Burgos 1998 All of them are attached to Public Universities except for the Alfonso X School which belongs to a Private University All of them except for the Madrid School which is structured into a six year degree have an academic programme consisting of five years at the end of which the students have to submit an End of Degree Project in order to obtain the Degree in Ingeniero de Caminos Canales y Puertos Some of the aforementioned Universities and some others which are not in the list do also offer a three year degree in Civil Engineering which is known as Ingenier a T cnica de Obras P blicas that qualifies the new Ingenieros T cnicos m certain Civil Engineering areas The Escuela T cnica Superior de Ingenieros de Caminos Canales y Puertos de La Corufia was created by the Decree 274 1991 of 30 of July issued by the Conselleria de Educaci n e Ordenaci n Universitaria of the Xunta de Galicia which furthermore granted the authorisation to set up the studies leading to the official degree of Ingeniero de Caminos Canales y Puertos The Escuela de Cam
172. on Four hours per week lessons two theoretical and two practical ones Where problems given before are resolved Most of these problems belong to exams previously given which allows the student to know his or her level of knowledge of the subject Bibliography An lisis lineal y no lineal de estructuras de barras Hern ndez Ib ez S E T S I Caminos Canales y Puertos Universidad de La Coru a Teor a de las Estructuras Timoshenko S P Young D H Ed Urmo Bilbao 1981 Structures Schodek Daniel L Prentice Hall New Jersey 1980 Elementary Structural Analysis 4 ed Utku S Norris C H Wilbur J B McGraw Hill New Jersey 1991 e Raz n y ser de los tipos estructurales Torroja E C S I C Instituto Eduardo Torroja Madrid 1984 Elasticidad 2 ed Ortiz Berrocal L U P M E T S 1 Industriales Madrid 1985 Assessment The assessment is based on two partial exams and also the June and September final exams Personal Tutorials During working hours Additional Information The processes of calculation and notation used are coherent with those employed in the structures subjects to follow 41 Syllabus 1 10 11 12 13 14 BASIC CONCEPTS Engineering of structures Objectives of the analysis of structures Types of Analysis of structures Isostatic and hyperstatic structures REACTIONS AND INTERIOR FORCES IN ISOSTATIC STRUCTURE
173. on 3 ed 1981 Introduction to rock mechanics R E Goodman John Wiley 2 4 ed 1989 e Underground excavations in rock E Hoek E T Brown Institution of mining and metallurgy London 1980 Versi n en espa ol por Mc Graw Hill M xico 1980 T neles Planeamiento dise o y construcci n 2 vols T M Megaw J V Barlett Ed Limusa M xico traducido de la versi n inglesa de Ellis Horwood Wiley New York 1981 Din mica de suelos y estructuras R Colindres Limusa 2 ed M xico 1993 Finite elements in Geotechnical Engineering D J Naylor G N Pande B Simpson R Tabb Pineridge Press Swansea 1981 Assessment Evaluation will be carried out on the basis of course work and a final exam Personal Tutorials A specific timetable will be posted Additional Information The course is considered as the last stage in the geotechnical education of the students For this reason it is highly recommended to have previously read Geotechnical Engineering which introduces knowledge that will be used later in Special Foundations 108 Syllabus 1 10 INTRODUCTION TO ROCK MECHANICS Rock mass features RMR RQD Q indexes geomechanics classifications Initial stresses on rock masses importance in situ measures Attributes of the matrix rock basic aspects mechanic behavior laboratory techniques Joints and its behavior inside a rock mass Slope stability on rock bas
174. on the partial test scheme may take a final exam covering the whole subject in June and September passing requirements will be the same as in partial tests In both cases the full cycle of laboratory sessions must have been accomplished Personal Tutorials To be posted at the beginning of term Additional Information 34 Syllabus 1 10 GENERAL PROPERTIES OF MATERIALS Matter state and structure Organoleptic properties Physical properties Mechanical properties Chemical properties Durability NATURAL ROCKS Origin of rocks Classification and properties Testing Extraction and preparation Use in construction Quarries Rock works CERAMIC MATERIALS Ceramic materials History Raw materials and manufacturing Use in construction Properties and testing PLASTERS Manufacturing Types Properties Testing Constructive use of plasters LIME Manufacturing Types Properties Testing Constructive use of lime CEMENTS History and classification Raw materials and production process Chemical composition of Portland cements clinker and potential composition Cement types Hydration Structure of hardened cement paste Properties and testing Admixtures CONCRETE Introduction Aggregates and grading Properties of fresh concrete Additives Mix design Fuller Bolomey Faury ACI de la Pefia Mixing handling and placing Joints Curing Properties of hardened concrete Drying shrinkage Resistance
175. ongruence of matrices Similarity of matrices Systems of linear equations VECTOR SPACES Vector spaces Subspaces Intersection of subspaces Sum of subspaces Linear combinations Generating systems Linear dependence and independence of vectors Linearly independent sets Basis Dimension Contravariant coordinates Change of basis Linear maps Kernel and image Endomorphisms Eigenvalues Diagonalization and triangularization by similarity Multilinear maps Bilinear maps Quadratic forms Conjugation Diagonalization by congruence Real quadratic forms Duality Tensorial product Generalized tensorial powers Homogeneous tensors Tensoriality criteria Algebra of homogeneous tensors Symmetry and anti symmetry of tensors FINITE DIMENSIONAL EUCLIDEAN VECTOR SPACES Scalar product Norm Covariant coordinates Reciprocal basis Orthogonal vectors Orthogonality of real functions Orthogonal projection Symmetric endomorphisms Orthogonal transformations The space of ordinary geometrical vectors Wedge product Mixed product AFFINE SPACES Affine space Dimension Affine basis Frames Affine varieties Equations Intersection and sum Homogeneous coordinates Points at infinity Completed affine space Euclidean affine space Orthogonality Distance Affine transformations Ordinary geometrical space CONICS AND QUADRICS General study of conics Center Asymptotical directions Degenerate conics Classification Polarity Diameters Axis
176. ons 15 Operational systems 16 Traffic capacity 17 Fares 18 Environmental impact of railways VI RAIL SYSTEMS 19 Underground 20 Light raidine 21 High speed trains 22 Regionaltrains 23 Non conventional trains 153 Underground Hydrology DEPARTMENT Construction Technology LECTURER IN CHARGE Javier Samper Calvete OTHER LECTURERS Ricardo Juncosa Rivera Francisco Padilla Benitez and Jorge Molinero Huguet YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To give a general and balanced view of the basic and applied aspects of Underground Hydrology from the necessities of the civil engineer Teaching Organization This is a four month course which consists of four hours per week grouped two by two It is developed by lessons which combine a sufficient theoretical knowledge with the practical applicability of the material and the commentary on real cases Throughout the course a series of problems are given to the students to be solved Once they are corrected the problems are explained and commented on in the classroom The latter is completed with laboratory sessions and field trips Bibliography Hidrolog a Subterr nea CUSTODIO E LLAMAS M R Editorial Omega S A 1983 e Quantitative Hydrogeology DE MARSILY G Academic Press San Diego 1987 Groundwater FREZE R A CHERRY J A Prentice Hall 1979 e Physical and Chemical Hydrogeology DOMENICO P a
177. ons New York 1980 Foundation Analysis and Design Joseph E Bowles Mc Graw Hill Dise o y construcci n de cimientos M J Tomlinson Urmo S A de ediciones e Mec nica de suelos en la ingenier a pr ctica K Terzaghi y R B Peck Editorial El Ateneo ROM 0 5 94 MOPTMA Cours de m canique des sols Enseignement T6 T9 Foundations et sout nements Ecole Nationale des Ponts et Chauss es Assessment Qualification will be obtained through the corresponding examination and the evaluation of the voluntary works Personal Tutorials Six hours per week The timetable is posted on the student notice board Additional Information Before enroling for this subject it is highly recommended to have passed Geology and Introduction to Geotechnical Engineering and Geotechnical Engineering II 128 Syllabus 1 SUBSOIL EXPLORATION Planning for soil exploration Exploration techniques Boring methods Rock coring Sampling methods disturbance Piezometers Permeability tests in the field Lefranc Lugeon and pumping tests Cone Penetration Test description and empirical correlations Piezocone description corrections and empirical correlations Standard Penetration Test description corrections and empirical correlations Borros test Vane shear test Borehole pressure meter test Menard s device and self boring pressuremeters Plate load test Geophysical exploration seismic and electrical metho
178. onstruction Press Longman Corrosion Engineering Fontana M G MacGraw Hill Inc 1986 Corrosi n y control de corrosi n Uhlig H H Ed Urmo 1979 Introduction to the Mechanics of Continuous Medium Malvern L E Prentice Hall 1969 Assessment Regular examination June and September Personal Tutorials Working time Additional Information 70 Syllabus 1 LENAR N N p gt gt 99 gt w gt gt NF gt INTRODUCTION FAILURE MECHANISMS STRESS CONCENTRATIONS NOTCHES LINEAR ELASTIC FRACTURE MECHANICS STRESS INTENSITY FACTOR THE ENERGY CRITERION ELASTIC PLASTIC FRACTURE MECHANICS I ELASTIC PLASTIC FRACTURE MECHANICS I COHESIVE FRACTURE FATIGUE MODELS FATIGUE FRACTURE PRACTICAL ASPECTS ON FRACTURE MECHANICS STEEL RELAXATION TIME DEPENDENT STRAINS IN CONCRETE FIELD AND BOUNDARY EQUATIONS INTRODUCTION TO MATERIALS PLASTICITY GENERAL FORMULATION OF PLASTICITY MAIN PLASTIC MODELS APPLICATION IN COMPUTER CODES CORROSION OF METALS CONCRETE AGING 71 Hydraulics and Hydrology II DEPARTMENT Construction Technology LECTURER IN CHARGE Ricardo Juncosa Rivera OTHER LECTURERS Javier Samper Calvete Francisco Padilla Benitez YEAR 3 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 EC Aims The subject gives the students the fundaments and the methods of calculation on Hydraulics not only on the surface but also under the groun
179. opean construction HISTORIC EVOLUTION OF THE ROAD AND PORT INFRASTRUCTURES The wheel and the road The first road networks of the Levantine empires The Roman road network Construction techniques of the Roman roads In Hispania The medieval roads Construction techniques and layouts and the royal highways in the 18 Century The train and the automobile The new transport networks in the 19 and 20 centuries Navigation history The Greek ports and the great Roman ports Historic evolution of port infrastructures up to the 20 Century THE CITY LAYOUT AND PUBLIC HEALTH NETWORKS The Levantine Greek and Roman city The medieval European and Arab cities The new implantation of cities in Latin America The new populations of the Renaissance new concept of the city The health infrastructures historic evolution up to the 18 Century The urbanized city and the suburbs of the 19 and 20 Centuries THE HISTORIC HERITAGE OF PUBLIC WORKS History and restorations Restoration rehabilitation consolidation Basic criteria of intervention Current legislation Examples of interventions in other historic public works ANALYSIS OF STONE WORKS Reading of parameters Concept of stability Historic development of the methods of analysis of stability Graphic procedures and numerics of limit analysis Elaboration of reports on load bearing capacity of historic bridges 103 End of Degree Project DEPARTMENT Mathematical and Represen
180. oprieties Open and closed balls Different types of points closure accumulation isolated interior exterior boundary and sets open closed compact dense Neighborhood Topological space Topology in R Heine Borel Lebesgue Theorem Bolzano Weiestrass Theorem 3 FUNCTIONS IN R Functional space of the numerical functions domain range extreme values proprieties Limit of a function one sided limits Cauchy convergence test proprieties operations infinite and infinitesimal Continuous functions discontinuities one sided continuity operations composition of functions continuity in a metrical space theorems on continuous functions uniform continuity Sequences of functions metrical space of the bounded functions uniform and non uniform convergence sequences of continuous functions Series of functions uniform and non uniform convergence Cauchy s convergence test comparison with a series of numbers continuity integration differentiation power series Cauchy Hadamard Theorem Abel Theorem Differentiable functions derivative and differential differentiation as a lineal application operations the chain rule derivatives of elementary functions derivative of the inverse function mean value Theorems rules of L Hospital successive diffe rentiation Taylor and McLaurin series Representation of curves cartesian and polar co ordinates Parametric representation 4 INTEGRATION Antiderivative of a function Riema
181. orary Full University Lecturer TEU Profesor Titular de Escuela Universitaria Full University College Lecturer PMC Profesor de la Marina Civil Merchant Navy Lecturer PAU Profesor Asociado de Universidad Assistant University Lecturer TC Full Time TP Part Time Departamento Tecnologia de la Construcci n Construction Technology Area Ingenier a de la Construcci n Construction Engineering Martinez Abella Fernando Herrador Barrios Manuel V zquez Herrero Cristina Dur n Fuentes Manuel Fernandez Garitaonandia Antonio Orej n Pajares Jos Antonio Vazquez Pefia Juan Ignacio Area Ingenieria del Terreno Earth Engineering Samper Calvete F Javier Delgado Martin Jordi del Hoyo Fern ndez Gago Rodrigo Juncosa Rivera Ricardo Medina Rodriguez Luis Esteban Padilla Benitez Francisco Molinero Huguet Jorge Montenegro P rez Luis 11 TU TC PAU TC PAU TC PAU TP PAU TP PAU TP PAU TP CU TC TU TC TU TC TUI TC TUI TC TUI TC PAU TC PAU TC Area Mec nica de Medios Continuos y Teor a de Estructuras Cotinuum Mechanics and Theory of Structures Hern ndez Ib fiez Santiago CU TC Perezz n Pardo Juan Carlos TUI TC Romera Rodriguez Luis Esteban TUI TC Fontan P rez Arturo N PAU TC Jurado Albarrac n Martin n Jos Angel PAU TC Mosquera Martinez Alejandro PAU TC Pefia Gonzalez Enrique PAU TC Gonz lez Meijide Jos Antonio PAU TP Departamento M todos Matem ticos y de Representaci n Mathematica
182. oratory of Calculation of Structures by means of computer programs Bibliography An lisis lineal y no lineal de estructuras de barras S Hern ndez Units 1 2 3 4 and 9 Mechanics of Elastic Structures Oden J T McGraw Hill Units 1 to 3 Theory of Elastic Stability Timoshenko y Gere McGraw Hill Units 4 to 9 Steel Structures William MacGuire Prentice Hall Units 4 to 9 Teoria de placas y laminas Timoshenko Voinowsky Krieger Urmo Units 6 to 9 Background to Buckling H G Allen P S Bulbon Unit 8 Backing of Bars Plates and Shells Brush Almroth Unit 8 C lculo matricial de estructuras Saez Benito Espada J M F E I N Units 10 to 14 M todos matriciales para c lculo de estructuras Livesley R K Blume Units 10 to 14 Ejemplos resueltos de cdlculo matricial de estructuras con el programa SAP90 J A Jurado S Hern ndez T rculo 1997 Unit 9 Assessment There will be two partial exams and the final exams of June and September Personal Tutorials During working hours Additional Information It is assumed that the students know the operative system MS DOS at a user level 62 Syllabus 1 10 PRINCIPLES OF VIRTUAL WORKS Concept of virtual work Principle of virtual movements Principle of virtual forces Applications Calculation of movements in bar structures Calculation of hyperstatic structures ENERGY THEOREMS
183. orward questions which they consider necessary concerning the content of the project Following this the Tribunal will retire to deliberate and decide if the project is accepted or should be modified or amplified Once all the projects presented in the period of presentation are evaluated the qualification of the End of Degree Project will be given Personal Tutorials A specific timetable will be published Additional Information 104 3 1 7 6 OPTIONS 105 Dynamic Analysis of Structures DEPARTMENT Construction Technology LECTURER IN CHARGE Luis Esteban Romera Rodriguez OTHER LECTURERS YEAR 4 TYPE Four Month Option CREDITS Four hours per week 6 CC 4 EC Aims To train the student in the topic of the most common dynamic loads which affect the structures During the course they will study systems of one and several degrees of freedom not only shock absorbing but also non shock absorbing Within the dynamic actions they will analyze the method of modal superimposition such as that of the response spectrum Teaching Organization Two hours of theory and two hours of practical lectures are held weekly Part of these latter will consist of the resolution of structural models ina dynamic regime by means of computer programs Bibliography e Dynamic of Structures Theory and Applications to Earthquake Engineering CHOPA ANIL K Prentice Hall 1995 Structural Dynamics Theory and Computations PAZ
184. ory are given examples are given and resolved by means of the case method counting on the participation of the student The carrying out of a study or a technical project is proposed with the category of coursework Bibliography e Recomendaciones para Obras Maritimas ROM MOTP Programa ROM Handbook of Coastal and Ocean Engineering Herbich J B Gulf Publishing Co 1991 Nearshore Dynamics and Coastal Processes Theory Measurement and Predictive Models Horikawa K U Tokyo Press 1998 Coastal Engineering Silvester R Elsevier Scientific Pub Co 1974 The applied dynamics of ocean surface waves Mei C C John Wiley amp Sons 1983 e Plan director de infraestructuras 1993 2007 MOPT S G Planificaci n y Concertaci Assessment It is necessary to carry out the exercises proposed during the course At the end of the course a project or a previously accepted study of maritime engineering will be handed in The analysis planning development and presentation of an adequate solution will be needed in order to pass the obtaining of alternative solutions and or original solutions will increase the mark In these qualification marks furthermore the solutions given to the exercises submitted will be taken into account Personal Tutorials During working hours In the exam period a specific timetable will be posted Additional Information It is assumed that the students have studied Harbo
185. osity GEOLOGY OF THE IBERIAN PENINSULA Geodynamic evolution Hercynian cycle Morphostructural units Alpine ranges Neogene basins Geology of Galice SOIL STRUCTURE Soil macro and microstructure Clay mineralogy and water structure SOIL CLASSIFICATION AND DESCRIPTION Variables characterizing phase distribution Tests to determine phase distribution Granulometric curve Screening and sedimentation tests Atterberg limits Tests to classify soils and rocks THE EFFECTIVE STRESS PRINCIPLE WATER FLOW IN SATURATED SOILS Introduction Darcy s Law Permeability determination in the laboratory and in situ Laplace s equation Boundary problems Resolving of the flow problem Graphical method Drainage networks Multilayer media Siphoning Filters Drains Free surface 48 Differential Geometry DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Ram n Martul Alvarez de Neyra OTHER LECTURERS YEAR 2 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 5 EC Aims To learn the tools which Classical Differential Geometry and Field Theory place at the disposal of the engineer Teaching Organization Once the theory of each theme has been developed the students set out by groups the correspondent practical exercises Bibliography Lectures on Classical Differential Geometry Struik D J Dover Publications Inc New York 1988 reimpression Geometr a Difer
186. ostmodernidad Trachtenberg M H Man I Akal Madrid 1990 El Arte Moderno Argan G C Akal Madrid 1991 Historia General del Arte Janson H W Alianza Madrid 1995 The appropriate bibliography for each theme will be indicated Assessment Two final exams will be held one in June and the other in September Personal Tutorials During working hours Additional Information 156 Syllabus 1 2 10 11 12 13 14 15 16 17 18 THEORY AND FUNCTION OF ART GREKK ARCHITECTURE The Temple and its orders Sculpture Hellenism ROMAN ARCHITECTURE The city typology and function of public buildings The sculpture The mosaic and painting PALEO CHRISTIAN AND BYZANTINE ART The basilica Sculpture and mosaics PRE ROMANIC ART Hispanic Godo art Asturian and mozarabe The miniature CONTRIBUTIONS OF ISLAMIC ART The mesquite Al Andalus The decorative arts ROMANIC ART The architecture of the pilgrims way The cathedral of Santiago Romanic plastic art Spanish Roman painting GOTHIC ART The cathedral structure space and facades Sculpture Glasswork and painting Spanish gothic Mudejar art THE RENAISSANCE The Italian 14 Century quatrocento The second generation The classical period Venetian painting The spread of the Renaissance through Europe THE RENAISSANCE IN SPAIN Mannerism Philip II and The Escorial El Greco Galicia B
187. ound support Criteria to choose the foundation system Allowable settlements Footings and basement walls STRUCTURES B3 1 Loads and their combinations Fire resistance Structural model Design process Results and detailing Structural determining factors in building process Security Loads during construction Strains in building structures Customary building elements beams joists supports trimmed joists Concrete floors Beamand slab concrete floors flat slab concrete floors other concrete floors Multifloor buildings Structural systems Structures lateral stiffening Cutoff walls and cores Framing interaction Design methods Sin gular buildings Big span roofs Spatial structures Wooden structures Introduction to structures pathology and rehabilitation Diagnosis and corrective measures Building rehabilitation BUILDING ELEMENTS Floors and pavements Divisions and draw slates Curtain walls Inside and outside carpentry Roofs and fa ades Thermal and acoustic insulation Building maintenance INSTALLATIONS Fire protection Transport installations Ventilation Air conditioning Plumbing Electric installations Other installations 93 Transport Engineering DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Miguel D Rodriguez Bugarin y Alfonso Orro Arcay OTHER LECTURERS Margarita Novales Ordax YEAR 5 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4EC Aims To explain t
188. ours Additional Information 114 Syllabus L INTRODUCTION 1 Transport Railways H TRACK STRUCTURE General considerations about the track The rail Rail junctions Welded track Turnouts Sleepers Rail fastenings and other track material Ballast and substructure Slab track Brickworks I TRACK GEOMETRY AND MECHANICS 10 Track geometry I 11 Track geometry II 12 Track mechanics Vertical loads 13 Track mechanics Track stability and longitudinal forces gt 9 uo mm wb 14 Track quality deterioration IV TRACK WORKS 15 Track inspection 16 Correcting track alignment 17 Track maintenance and renewal 18 Planning and construction of new railway lines 115 Technical French DEPARTMENT Galician Portuguese French and Linguistics LECTURER IN CHARGE Mercedes Regueiro Diehl OTHER LECTURERS YEAR 2 TYPE Annual Option CREDITS 2 hours per week 6 CC 4 EC Aims To facilitate the beginners and false beginners in a rapid mastering and efficiency of basic competence in the French language whic h will allow them to move easily in common communicative contexts participate in simple conversations to understand and be able to use real documents to write basic texts deal with professional and semiprofessional everyday situations Teaching Organization All lecture hours are of an eminently practical character The involvement and active participation of the students in all the set activities is essential B
189. out and passed the coursework Two partial exams will be held apart from those held in June and September covering the whole contents of the subject So as to pass by course a minimu m mark is required in each of the assessment exams The marks obtained in the coursework and the submissions set over the whole length of the course will also be taken into account Personal Tutorials In working hours Additional Information An elementary knowledge of Algebra and Calculus is required 39 Syllabus 1 FIRST ORDER DIFFERENTIAL EQUATIONS Introduction Existence and uniqueness of solutions Cauchy s problem Separable differential equations Homogeneous equations and reduction to homogeneous equations Exact differential equations integrating factor Linear differential equations Bernouilli equation and Ricatti equation Equations unsolved in the derivative Lagrange equation and Clairaut equation singular solutions Trajectory problems Variational calculus Application problems HIGHER ORDER DIFFERENTIAL EQUATIONS Second order differential equations theorem of existence and uniqueness of solutions homogeneous and non homogeneous equations general solution to constant and non constant coefficient homogeneous equations obtaining of a particular solution of non homogeneous equations method of undetermined coefficients and method of variation of parameters application to some mechanical and electrical oscillation problems
190. plan is made up of 420 Spanish credits CC which are equal to 4 200 teaching hours or 300 European ECTS credits EC The degree is divided into two parts the first two years make up the First Cycle and the other three constitute the Second Cycle There is also the possibility of gaining direct access to the second cycle from other degrees Finally the so called Third Cycle studies lead to the obtaining of the PhD Civil Engineer title Doctor Ingeniero de Caminos Canales y Puertos All these three different cycles are taught within the School The First Cycle adopts a fundamentally basic and formative character The third course is contemplated as a transition of technical and scientific character towards the fundamental technical and technological aspects which are developed specifically during the fourth and fifth years On continuation a list of the compulsory subjects which the students must do obligatorily in each one of the courses is provided Each subject is preceded by an identification code the number of European Credits EC and Spanish credits CC The key A Cl C2 OPI OP2 LC stands for the type and length of each of the courses as follows A Compulsory annual C1 Compulsory first four month period C2 Compulsory second four month period OP1 Option first four month period OP2 Option second four month period LC Free Configuration 19 In the First and Second Cycle the students must choose op
191. planes asymptotic plane flat sections methodology of its intersection with other surfaces SURFACES OF DIFFICULT REPRESENTATION Surfaces of difficult representation forms of planes concept and distribution methods of smoothing or correcting the form method of highlighting oblique sections of cone or tangent cylinder Interpolation of sections methods Development of the surface method of diagonals of straight base of geodesics lay outor ordered charts disposition and use 44 Hydraulics and Hydrology I DEPARTMENT Construction Technology LECTURER IN CHARGE Jer nimo Puertas Agudo OTHER LECTURERS Ricardo Juncosa Rivera YEAR 2 TYPE Compulsory Annual CREDITS 3 hours per week 9 CC 6 5 EC Aims To show the basis of fluid mechanics and the fundamental equations that rule the behavior of fluids in conductions including technological aspects of the calculation of the flow in pipes and in open channel At the same time the basic concepts of qualitative hydrology are introduced Teaching Organization The teaching activity is based on three hours per week sessions where theoretical aspects together with the resolution of some previously posed exercises are carried out The students have to do also some coursework making use of the Hydraulics Laboratory of the School Bibliography Mec nica de Fluidos Shames L Mc Graw Hill Bogot 1995 Hydraulics in Civel Engineering Chadwick A a
192. pressures total and effective stresses Skempton s pore water pressure parameters deviator stress consolidated drained test consolidated undrained test unconsolidated undrained test Unconfined compression test Stress paths Lambe Withman and Cambridge representations STRESSES IN ELASTIC SOIL Models of elastic behavior Elastic homogeneous and isotropic soils Boussinesq s hypothesis stresses caused by different load geometries Elastic layer over rigid substratum Multilayer systems Rigid loads PLASTICITY OF SOIL Kotter s equations Sokolovski s solution Numerical solution The plastic potential and the normality rule Load capacity analysis Failure criteria Three dimensional representation Von Mises Treska and Mohr Coulomb criteria Drucker Prager criterion Critical State models Visco plasticity Rankine s theory LATERAL EARTH PRESSURE Earth pressure at rest Rankine s theory of active and passive pressures Lateral earth pressure distribution against retaining walls Coulomb s earth pressure theory Poncelet s method Culmann s graphic solution Passive earth pressure against retaining walls with curved failure surface SLOPE STABILITY Factor of safety Stability of infinite slopes without seepage and with seepage Finite slopes Analysis of finite slopes with circular failure surfaces Mass procedure Taylor s table Ordinary method of slides Bishop s simplified method of slides Janbu s metho
193. pt of electrostatic potential Concept of electromotive force Ohm s Law Concept of electric resistance Concept of magnetic induction field Joule effect concept of power and energy CIRCUITS WITH CONTINUOUS CURRENT Kirchhoff s Law Maxwell s Rule Equivalent systems Resistances in series in parallel and in triangle Th venin and Norton s Theorems Measuring devices MAGNETO STATICS Magnetic field created by a rectilinear current Field created by a toroidal solenoid Concept of Magnetisation Concept of magnetic field H Magnetic field H in a toroidal nucleus Magnetic susceptibility and permeability ALTERNATING CURRENTS Principles electromagnetic induction concept of autoinduction mutual induction magnetic energy hysterisis Elements concept of alternative current maximum medium and mean square values complex magnitudes concept of phasor concept of condensor virtual resistance of an autoinduction of a condenser and of a resistance NETWORKS WITH ALTERNATING CURRENT Virtual resistances in series Virtual resistences in parallel Kirchhoff s Laws in alternative current Concept of resonance Power and power factor TRIPHASIC SYSTEMS Generation of triphasic currents Y Delta connection Y delta conversion Unbalanced power loads Power in triphasic systems Means of power Transport of energy advantages Symmetric components STATIC ELECTRIC MACHINES TRANSFORMERS Fundament of power transformers Parts o
194. ransport and Society System HISTORICAL DEVELOPMENT OF THE SPANISH TRANSPORT SYSTEM The Roman Rule The Middle Ages The Modern Age The 19 and 20 centuries Shipping Air Transport TRANSPORT MODES Highways Rail Transport Maritime Transport Air Transport Combined Transport METROPOLITAN TRANSPORT The Metropolitan Concept Mobility Urban Mass Transit Systems PUBLIC TRANSPORT SERVICES MANAGEMENT Management Systems Direct Management Indirect Management Relationships between Public Administrations and Public Transport Carriers CARRIERS MANAGEMENT Carrier Enterprise Types Management and Organizational Structure of Carriers Highway Carriers Management Railroad Carrier Management TRANSPORT DEMAND Demand concept Current Demand Analysis Potential Demand Analysis Models COSTS Definitions Costs Classification Overview of Cost Models Transport Modes Costs INFRASTRUCTURES AND SERVICES FUNDING Pricing and Rates Formation Transport Taxation Financing in the Private Services Financing in the Public Services Infrastructures Funding TRANSPORT LOGISTICS Introduction Outbound Logistics Physical Distribution Logistics Companies Logistics Centers Logistics and Telematics 95 Legislation DEPARTMENT Mathematic Methods and of Representation LECTURER IN CHARGE Juan Jos B rtolo Cadenas OTHER LECTURERS YEAR 5 TYPE Four Month Compulsory CREDITS 2 hours per week 3 CC 2 EC Aims To know
195. restressed concrete design principles and construction methods van Nostrand Reinhold New York 1990 PCI design handbook precast and prestressed concrete PCI Chicago 1999 e Otros textos espec ficos a los que se hace referencia al inicio de cada tema Assessment Evaluation consists of a Project of a prestressed or reinforced concrete structure Possible holding of a teaching seminar on a theme to be determined Personal Tutorials They will be posted at the beginning of the course Additional Information To take this course the student must have studied the subject Reinforced and Prestressed Concrete I 118 Syllabus 1 DESIGN OF REINFORCED AND PRESTRESSED CONCRETE STRUCTURES 1 1 Design basis statically indeterminate concrete structures Structural effects of deferred concrete strains structural analysis non linear analysis geometric non linearity and mechanical non linearity Strut andtie models 1 2 Limit states ultimate limit state anchorage Ultimate Limit State of fatigue service limit states cracking of partially prestressed elements Service limit State vibrations Ultimate Limit State Shear Ultimate Limit State Punching shear 1 3 Design criteria det ailing advanced prestressed concrete technology linear elements design seismic resistant structures design durability of structures aesthetics STRUCTURAL ELEMENTS Prestressed concrete ties deep beams anchorage blocks subjected to conce
196. rnal energy Specific heats Reversible transformations of an ideal gas Adiabatic irreversible expansion of a gas Second Law of Thermodynamics Kelvin s statement of the second law of thermodynamics Clausius s statement Thermodynamic cycles of ideal gasses Entropy Equilibrium between phases Phases rule of Gibbs Surfaces of state in real substances Clapeyron Clausius equation Superficial phases surface tension and capillarity WAVE PHENOMENON Concept of waves Harmonic waves Standing waves eigenfrequency Huyghens statement Reflection and refraction Interference of waves with two sources N sources and reflection in thin sheets Fraunhofer diffraction in one rectangular and circular slit Resolving power Rayleigh s criterion Fraunhofer diffraction in two slits Fraunhofer diffraction in N slits Diffraction networks ELECTROMAGNETIC INTERACTIONS Electrostatic Electrostatic field in vacuum Coulomb s Law Gauss s Law Electrostatic field at conductor surfaces Capacitors Electrostatic field in dielectrics Magnetostatics Electromagnetic force Motion of point charges Motion of electric circuits Magnetic field in vacuum Biot Savart s Law Ampere s Law Magnetism in matter Electromagnetism electromagnetic inductance Faraday s Law Self inductance Mutual inductance 33 Construction Materials DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Manuel F Herrador Barrios OTHER LECTURER
197. roceedings CONTENTS OF THE STUDIES OF ENVIRONMENTAL IMPACT Contents Range and program Types of EI according to its range contents and program ENVIRONMENTAL INVENTORY Abiotic factors Biotic factors Energy in the ecosystems Ecological cycles Ecosystems EVALUATION OF IMPACTS Identification of impacts The environment or area affected Characterization of the effects Quantitative evaluations Qualitative evaluations Models of evaluation METHODOLOGIES Problems General methodologies PROGRAMMES OF VIGILANCE AND CONTROL APPLICATION OF METHODOLOGIES Hydraulic works Linear works Localized works GENERATION OF METHODOLOGIES INSTRUMENTS OF ENVIRONMENTAL MANAGEMENT Normalized methods of environmental management ISO 14001 Audit techniques and final regulation Legislation MANAGEMENT OF RESIDUES IN CIVIL ENGINEERING Classification of residues Management techniques and final regulation Legislation 121 Maritime Engineering DEPARTMENT Mathematical and Representation Methods LECTURER IN CHARGE Gregorio Iglesias Rodriguez OTHER LECTURERS YEAR 5 TYPE Four month Option CREDITS 4 hours per week 6 CC 4 EC Aims To fully endow the student with an ability for performing professionally in the field of ports and coasts by means of kn owing and developing studies and real projects In short to form specialist professionals in this field Teaching Organization For 4 hours per week lectures in the
198. rtual works and virtual displacements Application to structures Internal forces considerations VIBRATIONS Free vibrations with one and two degrees of freedom Natural frequencies and mode shapes Oscillatory systems with n degrees of freedom Wave equation and general solution in one dimension method of separation of variables 54 Transports and Land Use DEPARTMENT Architectural Projects and Urbanism LECTURER IN CHARGE Carlos N rdiz Ortiz OTHER LECTURERS Juan Creus Andrade YEAR 2 TYPE Four Month Compulsory CREDITS 4 hours per week 6 CC 4 5 EC Aims To introduce the student to the territorial processes which cause the transport infrastructures which an engineer plans and builds To bring the students closer to a view of land as a historic construction based on cartography showing the role of transport in its formation and transformation Teaching Organization The course has a theoretical component derived from the program explanation and a practical component derived from the coursework the students do in a continuous and individualized way in order to study a specific territorial strip the influence which the transport infrastructures had had on its process of formation and transformation It is considered in this sense that due to its compulsory character this course constitutes the base for other subjects in later courses in which the relations between the infrastructures and the land can be studied in
199. s Types Transformation to canonical forms Equations with constant coefficients FIRST ORDER PARTIAL DIFFERENTIAL EQUATIONS Introduction Physical phenomena governed by first order PDEs Reduction of high order equations to systems of first order differential equations Linear equations Method of Characteristics Application to the one dimensional wave equation D Alembert s solution Quasi linear and non linear equations Solution by using the Method of Characteristics Shock waves Application to traffic flow problems METHOD OF SEPARATION OF VARIABLES Revision of basic notions Ortogonality of functions Fourier s Series Sturm Liouville eigenvalue problems for ODEs General Classification Eigenvalues and eigenfunctions Properties of the regular Sturm Liouville eigenvalue problems Singular problems Generalized series of eigenfunctions Solution of homogeneous second order linear PDEs Method of separation of variables Separated equations Resolution of the heat conduction equation in a rod and in a ring the vibrating string equation and the vibrating circular membrane equation and the Laplace s equation in a rectangle and a circle Solution of PDEs with at least three independent variables Multidimensional Fourier series Statements and illustrations of theorems for multidimensional eigenvalue problems Solution of homogeneous multidimensional problems Application of the diffusion equation the wave equation and the Lapla
200. s translation and interpreting English Spanish Spanish English Bibliography e Nuevo diccionario polit cnico de las lenguas espa ola e inglesa Beigbeder F Ed Diaz de Santos S A Technical English for Industry Yates C S J Fitzpatrick A Ed Longman Diccionario para Ingenieros Robb L A CECSA Diccionario de Arquitectura Construcci n y Obras P blicas Putman y Carlson Ed Paraninfo S A International Business English Student book Jones L Alexander R Cambridge University School e Writing for Business Wilson M Ed Nelson Assessment Attendance at school and the completion of all set work is compulsory to pass the course in addition two final exams will be set in June and September Personal Tutorials A timetable for tutorial hours will be made available at the beginning of each year Additional Information 130 Syllabus 1 INTRODUCTION TO THE NUMERICAL LANGUAGE 2 EVERYDAY LANGUAGE 3 TECHNICAL VOCABULARY 4 BUSINESS AND PROFESSIONAL CORRESPONDENCE 5 MEMORANDA 6 FACSIMILE 7 TELEX 8 BILLS OF PURCHASE 9 INVOICING 10 INTERNATIONAL METHODS OF PAYMENT 11 INTERNATIONAL COMMERCE TERMS INCOTERMS 12 APPLICATION FORMS 13 CURRICULUM VITAE 14 THE ADVERTISEMENTS IN A DAILY PAPER 15 TECHNICAL REPORTS 16 COMPUTING 17 MARKETING 18 USE OF TELEPHONES 19 PHONOLOGY 20 CONTEXTUAL GRAMMAR AND SEMANTICS 131
201. s Juan Jos PAU TP Garcia Cordovilla C sar PAU TP Departamento Proyectos Arquitect nicos y Urbanismo Architectural Projects and Urbanism Area Urban stica y Ordenaci n del Territorio Urbanism and Land Planning N rdiz Ortiz Carlos TU TC Creus Andrade Juan Jos PAU TC L pez Gonz lez C ndido Jaime PAU TC Departamento Energ a y Propulsi n Marina Energy and Maritime Propulsion Area Ciencia de los Materiales e Ingenier a Metal rgica Material Science and Metallurgical Engineering Toledano Prados Mar PAU TC Departamento Ingenieria Industrial Industrial Engineering Area Expresi n Gr fica de la Ingenier a Graphic Design in Engineering Urrutia Lambarri Jes s PMC TC 13 Departamento Econom a Aplicada I Applied Ecomomics I Area Economia Aplicada Applied Economics Vasallo Rapela Alejandro PAU TP Departamento Filologia Inglesa English Philology Area Filologia Inglesa English Philology Dopico Garcfa Alberto TEU TC Departamento Gallego Portugu s Franc s y Ling stica Galician Portuguese French and Linguistics Area Filologia Francesa French Philology Regueiro Diehl Mercedes TEU TC Departamento Computaci n Computing Science Area Ciencia de la Computaci n e Inteligencia Artificial Computing Science and Artificial Intelligence Moret Bonillo Vicente TU TC Departamento Composici n Composition Area Composici n Arquitect nica Achitectural Composition Cervi o Lag
202. sessment In order to pass the course it is necessary that the coursework and the laboratory classes have been completed Two partial examinations will be set besides the final exams of June and September To pass the course the two assessment examinations must be passed 8 marks and the marks of the coursework and practice work are taken into account 2 marks Personal Tutorials In working hours In examination time a specific timetable is posted In days previous to the exams a voluntary seminar on resolved queries will be held Additional Information It is assumed that the students know the basic concepts of chemistry and hydraulics 77 Syllabus 1 gt 939 pop Q UY U Y Y Y HB Q SS PN HY N NN KY YK KY NN k RE m mE m 23 RAEPRESS p RR Dp E S R E S se w aR 5 mn gt pb 5 gt SANITARY AND ENVIRONMENTAL ENGINEERING ORIGIN AND EVOLUTION ENVIRONMENTAL PROBLEMS ENVIRONMENTAL MANAGEMENT ECOLOGY AND MICROBIOLOGY BASIC CONCEPTS PUBLIC HEALTH HUMAN DEMOGRAPHY DIRT AND URBAN WASTES SOLID URBAN WASTES COLLECTION AND TRANSPORT SOLID URBAN WASTES TREATMENT AND OR REMOVAL ATMOSPHERE AND SOUND POLLUTION WATER MANAGEMENT NATURAL WATER WATER POLLUTION WASTE WATERS WATER QUALITY ITS CONTROL WATER QUALITY IN RIVERS SELF PURIFICATION POLLUTION OF LAKES RESERVOIRS AND AQUIFERS DUMPING URBAN WASTES IN THE SEA COLLECTING PIPES AND PUMPS FOR WATER SUPPLY STORAGE AND MEASURING OF WATER TREATME
203. sessment into aquifers Conjunctive use Typology of the conjunctive use World wide panorama Types of models QUALITY AND POLLUTION Quality and pollution of surface water Autopurification potential Eutrophication Quality and pollution of ground water Autopurification potential non saturated zone Ground water sea water Treatment and purification types of plants re used water Types of models Analysis of actual cases WATER RESOURCES PLANNING IN SPAIN The Water Law of 1985 Regulations The Law experiences Water resources planning The National Water Resources Plan 172 Typology of Structures DEPARTMENT Construction Technology LECTURER IN CHARGE Santiago Hern ndez Ib fiez OTHER LECTURERS YEAR 5m TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To describe the most used structural schemes in engineering To analyze historical background and its evolution through time To understand the interactions between the structural typology the existing materials of construction in each historical time and the calculation methods Teaching Organization The teaching activity is based on theoretical lessons four hours per week and on solving structural models using computer programs Bibliography e Raz n de ser de los tipos estructurales E Torroja CSIC e Structures J E Gordon Penguin Torri Heinle E Leonhardt F Mondadori e Bridges G Outerbridge H N
204. ssed practices will be taken into account for the final marks Personal Tutorials They will be posted at the beginning of the course Additional Information To take this course the student must have studied the following subjects Construction Materials and Structures I and II 75 Syllabus 1 INTRODUCTION Introduction to reinforced and prestressed concrete History and applications Advantages and disadvantages of concrete structures REINFORCED AND PRESTRESSED CONCRETE STRUCTURES PROJECT 2 1 Fundamentals of design Limit States Theory Loads and their Combinations Materials Durability Structural Analysis of Prestress Prestressing Force and Prestress Losses Sectional Analysis Introduction to Analysis of B and D zones Strut and Tie Models 2 2 Limit States Ultimate Limit State Equilibrium Prestress Design Ultimate Limit Flexural State Ultimate Limit State of Tangential Stresses Shear Ultimate Limit State of Tangential Stresses Torsion Ultimate Limit State Buckling Ultimate Limit State Anchorage Service Limit State Cracking Service Limit State Deformation Deflection Calculation 2 3 Project criteria Usual Cross Sections T Shaped Sections Special Structures Reinforcement Detailing Pre design Criteria STRUCTURAL ELEMENTS Building concrete floors Foundations Walls Bulk concrete elements STRUCTURAL CONCRETE CONSTRUCTION Components of concrete Reinforcement Prestress Technology Exe
205. stressed Concrete I Environmental Engineering Harbours and Coasts Roads and Airports Electrical Engineering Steel Structures and Combined Construction Hydraulic Works Projects and Works Organization and Management Building and Prefabrication Transport Engineering Legislation Regional and Urban Planning Business Organization and Management History of Civil Engineering End of Degree Project Dynamic Analysis of Structures Special Foundations Control and Regulation of Traffic Structures HI Railways Technical French Reinforced and Prestressed Concrete II Environmental Impact of Engineering Works Maritime Engineering Nuclear Engineering Harbour Engineering Geotechnical Engineering III Technical English Advanced Numerical Methods Dams Bridges I Bridges II Urban Services e Expert Systems e Urbanism II e Management and Operation of Harbours e Computer Aided Design and Visualization e Optimum Design of Structures e Railways Technical Operation e Underground Hydrology e History of Art e Engineering of Urban Sewage Systems e Materials and Constructive Systems e Rock Mechanics e Decision Taking in Engineering e UrbanismI e Roadsand Airports II e Water Resources and Hydraulic Planning e Typology of Structures e Landscape in Engineering e Transport Planning e Technical Project e Training Period 4 ACADEMIC CALENDAR and LECTURES AND ASSESSMENTS TIMETABLE 4 1 FIRST YEAR 4 2 SECOND YEAR 4
206. system to an axonometric system Direct construction of axonometric perspectives by double change of plane Oblique axonometry Isometric projection Isometric Projection GENERALITIES OF CENTRAL PROJECTION The Conical System concepts advantages and inconveniences Concept of linear perspective Representation of the point Representation of a straight line Particular positions of the straight line Classification of the linear perspectives Perspectives of a plane of vertical panel Construction of the oblique linear perspective of plane and vertical panel THE POINT AND THE STRAIGHT LINE IN PARALLEL PROJECTION Representation of the point and the straight line Particular positions of the straight line Segments in real longitude Real magnitude of oblique segments in a dihedral system Course angle degree and module of a straight line Scaling of straight lines REPRESENTATION OF THE PLANE FLAT FIGURES Representation of the plane Particular positions Figures in real magnitude Points and straight lines on the plane Principal straight lines of maximum angle and maximum inclination Conversion of a plane in a projection plane Representation of flat figures INTERSECTIONS Improper intersection in dihedral and axonometric systems Parallelism and intersection between straight lines between planes and between a straight line and a plane Conditions of parallelism INTERSECTION IN A CONTOUR SYSTEM Intersection between straight lin
207. tation Methods LECTURER IN CHARGE Pedro S nchez Tamayo and Alfonso Orro Arcay OTHER LECTURERS Margarita Novales Ordax YEAR 5 TYPE Compulsory Annual CREDITS 6 CC 6 EC Aims The End of Degree Project will consist of the carrying out and presentation on the part of each student of an original project which is connected to any of the fields which cover the profession of Ingeniero de Caminos Canales y Puertos Teaching Organization The student will hand in to the responsible lecturers his proposal for the End of Degree Project for its approval The lecturer in agreement with each student will establish a calendar of interviews along the course in which he will review the progress of the End of Degree Project Bibliography e Itis handed in a Procedure for the execution of the End of Degree Project Assessment The project will be presented in the format established in the Regulation of the End of Degree Project of the School and the Procedure for the execution of the End of Degree Project The projects will consist of the corresponding Written Papers and Appendices the Plans the List of Particular Technical Orders and the Budget The evaluation of each End of Degree Project will be carried out by a examining board nominated to that task and formed by three lecturers of the School In the public act of evaluation the student will present his project during the presentation the examining board will put f
208. ted zone Relations surface waters underground waters and marine waters EXPLORATION AND MANAGEMENT OF AQUIFERS Exploration methods and construction of uptakes methods for assessing reserves and underground resources and the different hydrological implements of management of aquifers Techniques of exploitation of waters Management of aquifers HYDRAULICS OF UPTAKES Vertical and horizontal uptakes HYDROCHEMICS AND QUALITY OF UNDERGROUND WATERS Hydrochemics of underground waters transport processes of solubles and contamination of aquifers NUMERIC MODELIZATION OF AQUIFERS Numerical methods Finite Differences and Finite Elements to resolve the general equation of flow andtheflow in aquifers Calibration Numerical methods to resolve the equation of transport of solubles in aquifers Practice sessions with a calculation code APPLICATION OF UNDERGROUND HYDROLOGY TO CIVIL ENGINEERING AND REAL CASES 155 History of Art DEPARTMENT Composition LECTURER IN CHARGE Josefina Cervi o Lago OTHER LECTURERS YEAR 3 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To know and understand the different artistic styles in relation to the historic economic and social context of the epoch Teaching Organisation For four hours per week theoretical and practical classes are given Bibliography Historia del Arte Gombrich E H Alianza Madrid 1997 e Arquitectura de la prehistoria a la p
209. tensity of saturation Service levels Calculation of cycle and distribution Regulators Detectors Effects of the traffic lights on traffic Location of traffic lights with respect to the road Criteria of the installation of traffic lights TRAFFIC LIGHTS SYSTEMS Coordination Space time diagrams Proceedings for obtaining waves of progression with uniform velocity Methods for improving progression Situations of congestion Flexible regulation in groups of intersections Meshes with fixed time traffic lights Flexible regulation of traffic lights in an area Centralized systems INTERSECTIONS WITHOUT TRAFFIC LIGHT REGULATION Analysis of the capacity in intersection with two accesses regulated by stop signals and in intersections totally regulated by stop signals TRAFFIC CONTROL IN HIGHWAYS Detection systems Signaling and control systems Safety systems Control of bridges and tunnels Control rooms New technologies ROAD SAFETY Importance of safety on the road Factors which intervene in traffic accidents Register of accidents Study and analysis of accidents Actions to improve safety in road traffic 111 Structures III DEPARTMENT Construction Technology LECTURER IN CHARGE Luis Esteban Romera Rodriguez OTHER LECTURERS YEAR 4 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims To inform of the fundamental theories of the methods of discretization of structures in finite elements meshes
210. teorology Precipitation Interception and surface retention Surface runoff Infiltration Evaporation and transpiration Subsurface and subterranean flow HYDROLOGIC BALANCES Expression of balance Types of balance Global and by components balances Balances of humidity in the soil Balances in rivers lakes and reservoirs Balances in aquifers SURFACE RUN OFF AND HYDROGRAPHS Hydrographs types in function of the size of the basin and parts of the hydrograph Calculation of hydrographs rational method method of unitary hydrograph Transmission of hydrographs Capacity methods of measurement and seasons of capacity analysis of capacity characteristic volumes of flow and classification of volumes of flows ANALYSIS OF EXTREME EVENTS FLOOD AND DRY PERIODS Floods causes and types Methods of study empirical hydrologic and statistical Dry periods methods of study SUBTERRANEAN HYDROLOGY Basic principles of flow through land Darcy s Law and equation of continuity Hydrodynamic parameters General equation of the flow Application to studies of filtration Flow in aquifers Types of aquifers Hydraulics of uptakes HYDROUS RESOURCES EVALUATION AND USES OF WATER Surface resources Evaluation of resources and subterranean reserves Available resources Necessity of works of regulation Regulation methods of study Concepts of guarantee and vulnerability Problems associated with the exploitation of subterranean waters Overexploit
211. teristic function Inequality of Chebyshev law of the great numbers Other inequalities Experiments of Bernouilli distribution of Bernouilli Binominal distribution Geometric distribution Pascal s distribution Hypergeometric Distribution Poisson s arrivals Poisson s distribution Exponential distribution Gamma distribution Theorem of central limit Normal distribution Analysis of Normal distribution working of tables Approximation of other distributions by the Normal Logarithmic Normal Distribution working of tables Asymptotic distributions of extremes Gumbel and Weibull distributions other distributions of extremes Other distributions uniform beta X 2 X Student Student f Modified distributions truncated transformed etc Distributions in several variables multinominal distributions and multinormal Elemental simulation of distributions Monte Carlo methods STATISTIC INFERENCE Historic development Concept of inference Specific estimation method of momentums means and variance Distribution of the means momentums Distribution of the variance momentums quadratic average error Function of verisimilitude method of maximum verisimilitude Biased and unbiased estimators efficiency consistency sufficiency Confidence intervals on the mean Confidence Intervals on the variance Confidence Intervals in the parameters of distributions Contrast of hypothesis region of acceptance critical region Errors Type I Type
212. the course projects and the field and studio practices will be taken into account Personal Tutorials During working hours Additional Information 36 Syllabus 1 GENERAL INTRODUCTION Definition of scenes and basic contents Surveying and geodesy referential framing conventional relief modelization reading of maps and plans interpretation of the photographs Theory of errors applied to Surveying necessity and limits of its study error in direct measurement the error as random variable observations with a different weight TOPOGRAPHIC INSTRUMENTS Angular measuring general description of a goniometer the optic theodolite the compass the electronic theodolite errors in angular measures Measuring by statistical methods indirect measuring by electromagnetic methods total topographic stations Measuring heights Introduction to altrimetric study correction by sphericality and refraction errors in indirect leveling the bubble errors in geometric leveling forms of work with the bubble TOPOGRAPHICAL METHODOLOGIES Introduction necessity of its establishment elemental field and studio techniques principal methodologies Methods based on the use of topographic stations previous concepts and objectives planimetric determinations altimetric determinations Methods based on the use of the tachometer previous concepts and objectives planimetric determinations altimetric determinations Methods based on the exclusive
213. tical and Representation Methods LECTURER IN CHARGE Isabel Martinez Lage and Xabier Dominguez P rez OTHER LECTURERS YEAR I TYPE Compulsory Annual CREDITS 5 hours per week 15 CC 10 5 EC Aims To know and to understand linear algebra in such a way that makes possible its use in other subjects Teaching Organization Lectures take up 5 hours per week 3 of them theoretical and 2 of them practical Bibliography lgebra Lineal Juan de Burgos Editorial Mc Graw Hill Madrid 1993 e Algebra vectorial y Tensorial Fuente Salete y Cruces Editado por Servicio de Publicaciones de la E T S I C C P Madrid 1980 e Lecciones de lgebra y Geometr a Alsina y Trillas Editorial Gustavo Gili Barcelona 1984 Problemas de lgebra A de la Villa Editorial CLAGSA Madrid 1994 Problemas de Algebra Tomos 3 6 y 7 Anzola Caruncho y P rez Canales Madrid 1981 Problemas de Estructuras Algebraicas Tensoriales Gonz lez de Posada Madrid 1971 Assessment Two partial examinations and final exams in June and September To pass by course it is required to achieve a fixed mark in each partial examination Personal Tutorials In tutorial hours Additional Information 26 Syllabus 1 BASIC OPERATIONAL CONCEPTS Correspondences Maps Matrices Operations with matrices Elementary operations Determinants Minors Adjoint and inverse matrices Equivalence of matrices C
214. tion Resistant behaviour Construction processes Construction span by span CALCULATION OF DECKS GRILLAGE METHODS Matrix analysis of flat grillages Definition of model Obtaining of the characteristics Application of loads Analysis of results Wood and Armer s method CALCULATION OF DECKS FINITE ELEMENTS Finite elements in slabs Flexion Finite Elements Modelization of bridge decks Interpretation of the results BEAM DECKS General description of the morphology Criteria of dimensioning Process of calculation Behaviour of beam decks Disposition of tie beams Membrane effect of the upper slab Construction of beam decks BOX SECTION BRIDGES Morphology Dimensioning Resistant answer Flexion torsion distortion Calculation of decks with box sections Decomposition in accordance with the resistant answer Design and construction of box section bridges by successive cantilevers SUBSTRUCTURE OF BRIDGES Introduction Morphology of columns Construction of columns Morphology of abutments Concrete joints Elastometric supports and neoprene Teflon Joints CALCULATION OF SUBSTRUCTURE Behaviour of supports and its dimensioning Calculation of horizontal actions on piles and abutments Lineal calculation of piles Non lineal calculation of piles Dimensioning abutments OBLIQUE AND CURVED IN PLAN BRIDGES Methods of analysis of the deck Influence of curvature Construction aspects 137 Bridges II DEPARTMEN
215. tional subjects until they have completed the number of credits indicated for each year A list of the available Options is also included In both cycles the students must choose a certain number of Free Configuration credits from among the list of courses provided by the different Faculties and Schools of the University until they have completed the number of credits which is indicated Every single subject can be passed in the assessments of June and September Passing any one of these two assessments will signify passing the whole subject For those compulsory four month period subjects the June assessment can be sat twice Moreover it is possible to pass the annual subjects by passing the two partial exams taking place in the February and June examination periods in that case the student does not need to sit the June and September assessments In some subjects the submission of a coursework in due time will be also requested in order to pass the course The students are offered the opportunity to follow a lesser number of options if they carry out other types of activities for which they are awarded equivalent credits In this sense the Academic Secretary Director of studies will assign among the interested students and according to their academic merits some industry training period opportunities with a minimum of 60 hours work in a month in firms and public and private institutions related to Civil Engineering This k
216. troduction to petrology The rock concept Classification of rocks Composition texture and structure of igneous rocks Magma Differentiation and fractional crystallization Plutonism Volcanism Igneous rocks classifications Engineering properties PETROLOGY IL SEDIMENTARY ROCKS Sediments and sedimentary rocks Sedimentation cycles Sedimentary rock classification Stratum sedimentary formation sedimentary sequence sedimentation basin Sedimentary structures Diagenetic processes Detrital carbonated and evaporitic rocks Engineering properties PETROLOGY II METAMORPHIC ROCKS Types of metamorphism and factors The metamorphic facies concept Geothermometry and geobarometry Products of metamorphism Metamorphic textures Foliations and Schistosity Important ideas for civil engineers METEORIZATION AND SOIL FORMATION Mechanical biological and chemical meteorization Factors controlling meteorization Edafic processes Soil profile GEOMORFOLOGY Erosive processes Transport mechanisms Mass wasting and hillslope evolution Glaciarism Surface water erosion Rivers and other water flow systems Longitudinal profile of rivers Terraces Eustatic and climatic changes Marine and litoral action Wind erosion TECTONICS Strain scale Fragile Strain Joints Rock massif and rock matrix Elements structures and types of faults Faults and stress fields Ductile strain Folds Fold chssification Diapirs Thrusts Microtectonics Schist
217. tures Maritime structures Particular constructions SHEETS Materials Structural behavior Sheets in classical Roman Byzantine and Muslim architecture Renaissance and neoclassical sheets Recent examples Vault dam Recipients to pressure SLABS Materials Structural behavior Methods of calculation Roofs Bridge decks Curved slabs PARTICULAR LOADS IN STRUCTURES Earthquakes Types of actions Scales of intensity Effects on buildings Effects on dams Anti seismic constructions Wind action on structures Wind structure interaction Aeroelasticity FORM AND FUNCTION Congruence between actions and formal structures Optimizing the design Examples in nature 174 Landscape in Engineering DEPARTMENT Proyectos Arquitect nicos y Urbanismo LECTURER IN CHARGE Carlos N rdiz Ortiz OTHER LECTURERS YEAR 3 TYPE Four Month Option CREDITS 4 hours per week 6 CC 4 EC Aims The subject deals with confronting the student with the project of an engineering work from the scale of the place in which he intervenes and transforms The landscape which the student studies in this sense it is not only the natural one but also the rural the urban and the one created and transformed by the work of engineering itself with which is related perceptively and through the elements of which it is composed and which characterize it Teaching Organization The course has a theoretical component exp ressed in the syllabus of the su
218. ucci n al Planteamiento Urbano Juan A Santamera Colegio de Ingenieros de C C y P Madrid 1996 e Texto Refundido de la Ley sobre el R gimen del Suelo y Ordenaci n Urbana y sus Reglamentos varios B O E Tecnos Civitas Lei do Solo de Galicia varios D O G A Xunta de Galicia e Directrices para a Ordenaci n Urbanistica dos Municipios Galegos Conselleria de Ordenaci n do Territorio e Obras P blicas Xunta de Galicia 1992 Assessment Continuos assessment by means of following the course work and explanations of the students Personal Tutorials They will be fixed by mutual agreement with the students Additional Information 144 Syllabus A1 ELEMENTS OF TERRITORIAL ORGANIC STRUCTURE A2 ASSESSMENT OF LAND USES AND APTITUDES A3 THE INTERPRETATION OF URBANISTIC INFORMATION B1 PRACTICE OF URBANISM OBJECTIVES INTERESTS AND CONFLICTS B2 LEGAL FRAMEWORK PREVIOUS ACTS AND JURISDICTION B3 INSTRUMENTS OF PLANNING AND GENERAL CLASSIFICATION OF LAND B4 DEMARCATION AND QUALIFICATION OF LAND ZONES AND SYSTEMS B5 REGULATION OF ACTIONS URBAN LAWS AND ORDENANCES OF BUILDING B6 PROTECTION OF THE HERITAGE AND THE ENVIRONMENT B7 SUMMARY OF THAT WHICH WAS GIVEN PREVIOUSLY AND ASSESSMENT OF THE PLANNING PROPOSALS C1 PROGRAMMING OF ACTIONS AND ECONOMIC STUDY C2 CONTROL OF PLANNING AND URBAN DISCIPLINE 145 Management and Operation of Harbours DEPARTMENT Mathematical an
219. uristo R Contratos del Estado Direcci n de obras Men ndez G mez E Manual del contratista de Obras P blicas Viader A e Movimiento de tierras utilizaci n de la maquinaria Producciones y casos pr cticos Compactaci n de materiales y utilizaci n de compactadores Titkin J ETSICCP Madrid e Procesamiento de ridos Instalaciones de hormigonado Puesta en obra de hormig n Titkin J ETSICCP Madrid Assessment Two partial exams besides the final exams of June and September To pass the course it is necessary to obtain a minimum mark in each partial exam and to have carried out the practical parts and the course work these being taken into account in the final marks Personal Tutorials A specific timetable is posted at the beginning of the course Additional Information 90 Syllabus 1 10 11 12 13 PRELIMINARY ASPECTS TO THE DRAWING UP OF A PROJECT The project concept general principles types project cycle and entities implicated its assignment Technical especifications technical regulations and administrative clauses Types of contracts Technical and legal rules concerning the drawing up projects Compiling of information and carrying out of previous studies Economic analysis DRAWING UP THE PROJECT ITS PROCESSING Project documents Works program Plans Regulation Papers Particular Techniques Budget Studies of safety and hygiene in the work and studi
220. urs and Coasts For the type of teaching method used the programme of the subject can vary in accordance with the specific projects analysed by means of the method of case study 122 Syllabus 1 2 INTRODUCTION TO MARITIME ENGINEERING ACTIONS AND RECOMMENDATIONS TO CONSIDER IN THE PROJECTS OF MARITIME ENGINEERING Environmental Construction Service Metoceanics Waves Wind Currents Variations in Sea Level Geotechnics FIELD OF PORTS Port projects Safe harbours water surfaces and maritime accesses conditions of agitation renovation of water etc Interior lineal works of loading and unloading anchoring points infrastructures etc Projects of readaptation and or integral distribution of the port area Plans for use of space special plans for distribution strategic plans Constructive projects Economic studies and of reliability Project of specialised ports Fishing sports activities industrial activities FIELD OF COASTS Projects for distribution of the shore Regeneration of coastal physiographic units Protection of the shore Recuperation of shoreline spaces of environmental interest Creation amplification and protection of beaches Works for coastal defence Projects for rehabilitation of the sea front of cities Urban distribution constructing sea promenades Projects of road infrastructure on the shoreline Conditioning of the physical surroundings public domain accesses to the sea urban uses
221. value problems Non linear problems 59 Statistics DEPARTMENT Mathematical Methods and of Representation LECTURER IN CHARGE Manuel Casteleiro Maldonado OTHER LECTURERS Javier G mez Calvifio and Fermin Navarrina Martinez YEAR 3 TYPE Compulsory Annual CREDITS 3 hours per week 9 CC 6 5 EC Aims The subject tries through the comprehension of the randomness of most of the physical social and economic phenomena to show the student the right way to take decisions in the presence of uncertainty Teaching Organization The teaching activity is three hours per week No differences will be made between the theoretical and practical sessions Some exercises will be proposed periodically and later solved during the lecturing hours Bibliography e Probability Statistics and Decisi n for Civivil Engineers Benjamin J R C and C Cornell McGraw Hill New York 1970 Probability and Statistics Canavos G C McGraw Hill M xico 1987 Probability and Statistics Meyer P L Addison Wesley Iberoamericana M xico 1992 Probability Random Variables and Stochastic Processes Papoulis A McGraw Hill Kagakusha Tokyo 1965 Statistics Models and Methods 2Vol Pefia D Alianza Universal Madrid 1986 Introduction to the Probability Theory and Statistics Inference Durand A I and S L Ipi a Ed Rueda Madrid 1994 e Engineering Statistics Hogg R V and J Ledolter Mc Millan New York 1987
222. y 12 October Public Holiday Spanish National Holiday 1 November Public Holiday All Saints Day 6 December Public Holiday Day of the Spanish Constitution 8 December Public Holiday The Immaculate Conception 22 December until 7 January Christmas Holidays 21 January Last day of lectures 1 four month period 224 January Public Holiday St Domingo of the Way 23 D January until 9 February Exam Period 28 January Public Holiday St Thomas 11 and 12 February Public Holiday Carnivals 13 February Start of the lectures 2 4 Four month period 19 March Public Holiday St Joseph 23 March until 1 April Easter Holidays 1 May Public Holiday Labour Day 17 May Public Holiday Galician literature festivity 28 May Last day of lectures 2 Four month period 29 May until 6 June Exam period 1 until 28 September Exam period METAB FTH YEAR PY Monday uesday Wednesday ursday riday lrst four month period OGPO Projects and Works Organization and Management PFC End of Degree Project ITRP Transport Engineering OTU Regional and Urban Planning HIC History of Civil Engineering EP Building and Prefabrication OGE Business Organization and Management L Legislation OPTIONS FREE CONFIGURATION COURSES CE Special foundations CRT Control and regulation of traffic DEP Management and operation of harbours DOE Optimum design of structures ETFC Railways technical oper

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