摘要
试验研究对象为 3个不同形式的钢筋砼空心剪力墙板 .试件 1 ,2 ,3分别为整体式、带十字撑形式、分体式钢筋砼空心剪力墙板 .研究在低周反复水平加载试验下试验对象的破坏特征 :各试件的滞回曲线和骨架曲线 ;
The experimental study of hollow shear wall of R.C. is focused on.Its test specimens are three different hollow shear walls of R.C.The No.1,No.2 and No.3 specimen,in its given order,is ordinary style,'X'steel bracing style and slit style of hollow shear wall of R.C. By low cycle and reverse horizonal loading test,we study the failure mechanism the hystersis curves and keleton frame curves;the property of ductility and the property of energy absorption and dissipation.
出处
《西北建筑工程学院学报（自然科学版）》
2002年第2期18-22,70,共6页
Journal of Northwestern Institute of Architectural Engineering
关键词
空心剪力墙
抗震性能
试验
水平荷载
延性
hollow shear wall of R.C
low cycle and reverse horizonal loading
ductility
