摘要
通过 6片组合空心砖砌体墙的低周反复试验 ,分析了这种砌体剪力墙的破坏特征及基本抗震性能 ,并分析了影响墙体抗剪强度的各种因素。
According to the tests of six hollow-brick walls under low cycle loading, the failure features and fundamental seismic behavior of such walls have been investigated. And all kinds of factors which influence the shear strength have been analysed.
出处
《科技情报开发与经济》
2000年第2期48-49,共2页
Sci-Tech Information Development & Economy
