摘要
通过对2个剪跨比为1.45的整体式中高钢筋混凝土空心剪力墙墙板在低周反复水平荷载作用下的试验,探讨了此类墙板的破坏机理、变形特征、截面钢筋的应变情况、耗能能力及延性。
Based on the pseudo-static test of two integral-moderate reinforced concrete hollow shear walls whose ratio of shear span is 1.45 ,the failure mechanism, the deformation feature, the strain of steel bar, the property of energy dissipation and ductility are discussed.
出处
《四川建筑科学研究》
北大核心
2008年第3期57-59,104,共4页
Sichuan Building Science
关键词
整体式钢筋混凝土空心剪力墙
变形特征
耗能能力
integral hollow shear wall of reinforced concrete
the deformation feature
the property of energy dissipation
