墙趾可更换竖波钢板剪力墙抗剪承载力

王威,赵昊田,权超超,宋鸿来,李昱,周毅香

Shear bearing capacity of vertical corrugated steel plate shear wall with replaceable toe

Wei WANG,Hao-tian ZHAO,Chao-chao QUAN,Hong-lai SONG,Yu LI,Yi-xiang ZHOU

表 3 试验与模拟特征点对比

Tab.3 Comparison of simulated and experimented characteristic points

类型 屈服点 峰值点 极限点 Fy/kN Δy/mm Fu/kN Δu/mm Fd/kN Δd/mm 模拟值 368.30 8.10 406.50 13.82 318.60 28.88 试验值 332.10 10.26 370.10 14.06 299.70 27.72 模拟值/试验值 1.11 0.79 1.09 0.98 1.06 1.04