【摘要】 运用壁式框架方法及一维按列紧缩存贮的电算程序手段,经对三个开洞剪力墙模型进行弹塑性全过程分析及与试验结果比较,说明钢筋混凝土开洞剪力墙是一种理想的抗震结构形式.提出了延性剪力墙"三水准"设计的界限标准.更多还原

【Abstract】 An clasto-plastic analysis of three models of coupled shear walls is presented and compared with test results.It is shown that the coupled shear wall is an ideal form of anti-seismic structure,and the coupling beams designed with ductility can work as good members dissipating seismic energy.Also some criterions on designing RC shear walls are put forward for earthquake resistance.The method used in this paper enables the structure behavior to be traced from working to ultimate load.更多还原