平面不对称结构的Pushover分析及抗震性能评估  

Pushover Analysis of Planar Unsymmetrical Structure and Estimation of the Aseismatic Capability

作　　者：刁现伟[1] 董冰[1] 

机构地区：[1]同济大学土木工程学院,上海200092

出　　处：《华东交通大学学报》2005年第5期9-11,共3页Journal of East China Jiaotong University

摘　　要：用Pushover方法对平面不对称钢筋混凝土框架结构进行分析,以评估结构的抗震性能.从两个相反方向加载对该结构进行Pushover分析时,得到的结果存在差异,本文用实例证明了这一点.Pushover analysis was used to analyse a planar unsymmetrical reinforced concrete structure and estimate it＇ s aseismatic capability. The results were different if the loads applied on the structure in opposite directions. It was attested by the example.

关 键 词：平面不对称 PUSHOVER分析 抗震性能 循环往复加载 

分 类 号：TU311[建筑科学—结构工程]