摘要
采用静力弹塑性分析(Push-over)方法对框架—剪力墙结构进行了抗震评价,详细讨论了其分析模型及目标位移的选择。
Evaluation of frame-wall building seismic response was presented by means of nonlinear push-over analyses.Selection of the analytical models and the target displacement were discussed at length.
出处
《四川建筑科学研究》
北大核心
2011年第4期191-194,共4页
Sichuan Building Science
关键词
框架—剪力墙
静力弹塑性分析
抗震评价
frame-wall building
static push-over analyses
seismic evaluation
