摘要
阐述基于位移的地震反应静力弹塑性分析方法的原理及其实施步骤 ,评述了其在国内外的研究概况 ,并指出目前基于位移的地震反应静力弹塑性分析方法的主要优点以及存在的问题。
The principle and implementing steps of the static elastoplastic analysis method for evaluating seismic performance of structures are expounded.Its current research situation both at home and abroad is also reviewed.Finally,the advantages of this method and some problems that should be taken into account during seismic performance evaluation are pointed out.
出处
《工业建筑》
CSCD
北大核心
2004年第9期66-69,共4页
Industrial Construction
基金
福建省自然科学基金资助项目 (编号 :E0 0 10 0 2 8
E0 410 0 2 4)
