摘要
在介绍静力弹塑性分析方法的基本原理和实施过程的基础上,阐述了其国内外发展概况和研究应用状况,并通过分析其中几个有代表性的Push-over分析方法,简要评述了它们的优点以及存在的问题,提出了一些合理性的建议,指出了进一步研究发展方向。
Based upon introduction of the principle of static elasticplastic analysis method its development situations as well as research and application situations at home and abroad are elaborated.Through analysis of several typical push-over analysis method advantages and questions existed are briefly discussed.In the end rationalization suggestions are proposed for further study.
引文
[1]Vojko Kilar.Peter Fajfar Simple push-over analysis of asymmetricbuildings[J].Earthquake Engineering and Structures Dynamics,1997(26):233-249.
[2]魏巍,冯启民.几种Push-over分析方法对比研究[J].地震工程与工程振动,2002,22(4):32-33.
[3]Anil K.Chopra,Rakesh K.Goel A Modal Pushover AnayusisProdedure to Estimate Seismic Demands for Buildings:Theoryand Preliminary Evaluation[J].Peer Report,2001(3):20-21.
[4]侯爽,欧进萍.结构Push-over分析的侧向力分布及高阶振型影响[J].地震工程与工程振动,2004,24(3):89-97.