Journal of Guangdong University of Technology ›› 2010, Vol. 27 ›› Issue (2): 12-16.

• Comprehensive Studies • Previous Articles     Next Articles

The Pushover Analysis of High-rise Steel Structures with Various Loading Patterns

  

  1. 1.College of Civil Engineering,Tongji University,Shanghai 200092,China;
    2.Coilege of Aerospace and Civil Engineering,Harbin Engineering University,Harbin 150001,China
  • Online:2010-06-25 Published:2010-06-25

Abstract: Because of higher—order vibration modes, there are a lot of problems with in high.rise steel structuraI pushover analysis.Pushover analysis method is adopted with the aid of the SAP2000 software to analvze the multilayer and high—rise steel structures in small earthquakes and rare earthquakes. In the analysis various lateral loadin patterns are considered,and the corresponding results,including the nonlinear top.story displacement, story displacement and the distribution of story drifts, are obtained.In order to find a more reas0nable loading partem of high-rise steel structural performance,the seismic performance of structures is assessed.

Key words: pushover analysis;loading pattern;high.rise steel stru cture:seismic performance

[1]Krawinkle H,Seneviratna GDPK.Pros and cons of a pushover analysis of seismic performance evaluation[J].Engineefing Structures,1998,20(4-6):452464.

[2]Onoufriou T,Forbes V J.Developments in structural system reliability assessments of fixed steel offshore platforms[J].Reliability Engineering and System Safety,2001,71:189-199.

[3]中国国家标准化管理委员会.GB50011—2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.

[4]Onoufriou T.Overview of advanced structural and reliability techniques for optimum design of fixed offshore platforms[J].Journal of Construction Steel Research,1998,44(3):181-201.

[5]Mehdi Poursha.A Consecutive modal pushover procedure for estimating the seismic demands of tall buildings[J].Engineering Structures,2009,31:591-599.

[6]Stewart G,Van de Graaf JW.A methodology for platform collapse analysis[C]∥Proceedings of the Ofshore Technology Conference.Paper OTC 63 1 1,Houston,1 990.

[7]Federal Emerfency Management Agency(FEMA).NEHRP Guidelines for the Seismic Rehabilitation of Building Seismic Safety Council[R].FEMA Report 273,1997.

[8]Eberhard M O,Sozen M.Behavior.based method to determine design shear in earthquake-resistant walls[J].Journal of StmcturaJ Division,ASCE,1993,119(2):619-640.

[9]北京金土木软件有限公司.SAP2000中文版使用指南[M].北京:中国建筑工业出版社,2004.
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