摘要
文章通过四个不同类型低矮剪力墙在反复荷载作用下的试验 ,对其承载力 ,变形能力 ,耗能性能和刚度退化情况进行了分析和比较 ,从而提出进一步改善低矮剪力墙抗震性能的一些看法和意见。
The four low rise shear walls with side frames under cyclic load were tested by author. By analyse experiment results of ductility、bearing capacity、dissipate ability,the mind was presented in this paper that improve the seismic resistance of low rise shear wall.
出处
《江苏建筑》
2000年第1期5-7,共3页
Jiangsu Construction
