横波钢板混凝土剪力墙震损修复及抗侧刚度分析

王威,宋鸿来,权超超,李昱,甄国凯,赵昊田

Seismic damage repair and lateral stiffness analysis of horizontal corrugated steel plate concrete composite shear wall

Wei WANG,Hong-lai SONG,Chao-chao QUAN,yu LI,Guo-kai ZHEN,Hao-tian ZHAO

表 4 不同参数下剪力墙的有效抗侧刚度比

Tab.4 Effective lateral stiffness ratio of shear wall under different parameters

ρ/% k'/% k/% n=0.1，λ=1.5 n=0.1，λ=2.0 n=0.1，λ=2.5 n=0.2，λ=1.5 n=0.2，λ=2.0 n=0.2，λ=2.5 n=0.3，λ=1.5 n=0.3，λ=2.0 n=0.3，λ=2.5 2.28 6.63 11.59 12.79 14.09 15.22 17.39 20.01 17.45 19.15 21.00 2.28 9.89 12.81 14.11 15.52 16.52 19.20 21.98 19.23 21.08 23.09 2.28 13.20 14.14 15.55 17.09 17.31 20.97 23.77 21.17 23.19 25.39 3.05 6.63 12.37 13.63 15.00 16.30 19.94 23.82 18.57 20.37 22.32 3.05 9.89 13.65 15.03 16.52 17.79 22.11 26.29 20.46 22.42 24.54 3.05 13.20 15.06 16.56 18.18 18.73 24.14 28.33 22.52 24.66 26.98 3.81 6.63 13.38 14.73 16.20 17.29 22.91 29.06 20.27 22.21 24.32 3.81 9.89 14.77 16.24 17.83 18.72 25.31 31.56 22.31 24.43 26.73 3.81 13.20 16.28 17.89 19.62 19.68 27.07 33.87 24.56 26.87 29.37