鉄筋コンクリートはりにおける曲げとせん断の相互作用について φ
Contents
1. 11 1 0 9 0 0 siad D M0400 D D 21 0 T31 T23 T33 0 00 0 DD UD TI O0 JD D DICIT datu 111 0 mad 9 U 1 11 1 17 0 1 1 D 01 B DH 1 nudo 1 OOO I UI I U 11 000 0 UI U l 1 DD D 0 DB IMWindows 0000000000 Win ROOF D 2 Xiao Y Priestry M J N Seible F STEEL JACKET RETROFIT FOR ENHANCING SHEAR STERENGTH OF SHORT RECTANGULAR RENFOCED CONNCRETE COLUMS STRUCTURAL SYSTEMS RESEACH PROJYECT University of California pp56 60 1993 7 8 m 8 shear m o 6 flex m P o 6 total T o 7 o0000000 80m Ex 4 6 shear 514 H 6 total T o N o o 5 10 15 00000000 6 8475 6 flex 000000000 t 5 102. 1 1 0847508400 O n D OU DO III 8475 I D 1 1 0089 99 0 1100000190 0 11 00 0 0 10000 010019 au 19110 84 00 JU 1100 00198 000019 000 1 1 0 9 III D 001 09 090 1 10 19 IDD DD 4710100000 00900 0008475 0 8400 0000000000000000 4000 O00 0 OO00B4000 p D B U D 18751 l O 1 l 0 500000000000000000000000 03 0 lI 1 uu s00 00 1 11 DOD DD OOOO D IU Bub OOOO DBU B 1 1 011011111 1 III UD l 8 75 HU DD 9 0
3. 282 8 5 101009000000 3 11 0 1 1 1 010 111 80010101 01 0 0 1911 UU DU 00 Du 100 au uium uma RCI D ULU u III IILI III III 1 1 10110001080 0 0 0 00 01 0 1000000 0000000000 000 01 t 1 0 0 0 L 1101 111 1101 1010010111 1 1 U UID L 200 1 l 1 1 1 1 umma 1 000 1 00 0 3 0 0 0 O E 1200mm 150x 200mm 1 0 00 01 0 0 00 0 0 0 0 1 0 00 00000 000 0 000 1911011111 171113 111111111 1111 1 1 111 01 00 0 0 0 0 1000000 Umi 1 300000 IILI J La d 2 31 3 18100 l 20000 epBuDpupagappoaupuuugaguudiubdbpaunbuuutiubpuDu 0 0 0 00 0 0 0 00000000000 0 00 00000 00 00 W000 1 01 101000 100 00000 5 1 IE a Erik 0 100000 a A E E a o0o00jo0o00g DUDUJIDDDUDIDUDUDUDU THER 101
4. EIE 1 rm rm rm 111111 9 rm Vr 5 N rm N mif N mi N B550 550 1126 75 459 628 337 21 0 0 0000000000 5 00 0 0 0 000 00 08 080 0 000 00 20 00 1111111111 1 1 L sea A ds sin R 1 Alu Ads Ad Adh Adv T S d Adh Alu Alb 2 cosR Adv Ahl amp Ahr 2 sinR Ahl Q Qahr LU BL UO DL U D UO 49 Spe CD po 415 2 4 Ald L h 10 001 0 11 10111 010 8 0 0 Daha 4 00 0008000000 0 0 0000000000 0 0 uuu keyword D O00000 Bm III B O uuu O D0 O HLI U 0O 1 uu 158 8557 dBagd ugud ut 1 28 1 T amp 03 3703 3111 563 V 282 g ugnuggsainuugugdnnupud 411 1111 119 1 0 010 100 00 100 0 0 1 01 1 1 DU 1 DO 1 1101 10 1 4 11 1 1 10 0 0 3 00cco JHI 0000 000 1 000100000000
5. 1000000090 6 imi 15 20 1 8400 38101 0000 0 nnnmnnn nmn 00000 c uu D 4 0 000 0 010 0 020 0 030 0 040 0 050 0000 yo t y0000 21 TB 123 i N WU 000000 0 vam Q005 0015 T T3Xl T33 TB 005 uuu 00005 0085 00 5 00 g nu e O a B475 gt Z Es 0000000 DIDINTI D 8 B H TH 000 a 0 500000 ow 0 5 m5 o5 00000 en B400 00 00000000
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