摘要
本文通过对３榀钢筋混凝土双肢剪力墙结构试验模型的弹塑性全过程分析及与试验结果比较，研究了影响双肢剪力墙结构抗震性能的主要因素和弹塑性发展的一般规律。试验研究和理论分析都表明，经过延性设计的双肢剪力墙是一种理想的抗震结构形式。
According to the elasto-plastic analysis of 3 models of RC coupled shear walls and comparison with the test results, some properties and various parameters effecting on the earthquake-resistant behavior of coupled shear wall are studied in this paper. It is shown that the RC coupled shear wall designed with ductility is an ideal form of aseismic structure.
出处
《工程力学》
EI
CSCD
北大核心
1998年第2期88-96,共9页
Engineering Mechanics
关键词
钢筋混凝土
双肢
剪力墙
弹塑性
抗震
reinforced concrete, coupled shear wall, elasto-plastic, seismic resistance
