DUCTILE KNEE BRACED FRAMES WITH SHEAR YIELDING KNEE FOR SEISMIC RESISTANT STRUCTURES

被引:25
作者
BALENDRA, T
LIM, EL
LEE, SL
机构
[1] Department of Civil Engineering, National University of Singapore, Singapore, 0511
关键词
KNEE BRACED FRAME; EARTHQUAKE RESISTANT STRUCTURE; SHEAR YIELDING ELEMENT; ENERGY DISSIPATION; PSEUDODYNAMIC TEST;
D O I
10.1016/0141-0296(94)90066-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A knee braced frame with shear yielding knee is being investigated for possible applications in earthquake resistant design. The experimental results reveal that when the knee is designed with web stiffener to prevent tearing of the web, it can dissipate a large amount of energy during a severe earthquake. The displacement ductility obtained is higher than that of a knee braced frame with a moment yielding knee. The experimental results are compared with the results obtained from an analytical model using a dynamic analysis software, DRAIN-2D and are found to be in good agreement.
引用
收藏
页码:263 / 269
页数:7
相关论文
共 13 条
[1]   DISPOSABLE KNEE BRACING - IMPROVEMENT IN SEISMIC DESIGN OF STEEL FRAMES [J].
ARISTIZABALOCHOA, JD .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1986, 112 (07) :1544-1552
[2]   DIAGONAL BRACE WITH DUCTILE KNEE ANCHOR FOR ASEISMIC STEEL FRAME [J].
BALENDRA, T ;
SAM, MT ;
LIAW, CY .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1990, 19 (06) :847-858
[3]   BEHAVIOR OF ECCENTRICALLY BRACED FRAME BY PSEUDO-DYNAMIC TEST [J].
BALENDRA, T ;
LAM, KY ;
LIAW, CY ;
LEE, SL .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (04) :673-688
[4]  
KANAAN AE, 1973, EERC7322 U CAL REP
[5]  
KANAAN AE, 1973, EERC736 U CAL REP
[6]  
MAHIN SA, 1986, J STRUCT ENG-ASCE, V115, P2113
[7]  
MAHIN SA, 1985, EARTHQUAKE ENG STRUC, V13, P507
[8]  
ROEDER CW, 1978, J STRUCT DIV-ASCE, V104, P391
[9]  
ROEDER CW, 1977, EERC7718 U CAL REP
[10]  
SAM MT, 1992, THESIS NATIONAL U SI