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静力弹塑性分析中若干问题的研究与探讨 被引量:7

Study and Discussion on Some Problems in the Static Elastoplastic Analysis(Pushover Analysis)
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摘要 对静力弹塑性分析中涉及到的包括等效单自由度体系的建立、等效粘滞阻尼的确定以及性能点的求解等理论问题进行了证明和探讨,指出了应用ETABS和PUSH程序进行分析的优缺点。在文[2]的基础上,进一步阐述了在ETABS程序中利用等效柱代替墙进行弹塑性分析的方法。 The theoretical problems in the static elasto-plastic analysis (pushover analysis) are proved and discussed, which include the formation of equivalent single degree-of-freedom (SDOF) system,the creation of equivalent viscous damping,and the solving of the performance points. The merit and the limitation of ETABS and PUSH program are also pointed out, the method of equivalent columns taking the place of walls in ETABS is made further investigated on the basis of document 2.
出处 《建筑结构》 CSCD 北大核心 2007年第5期96-99,共4页 Building Structure
关键词 静力弹塑性 等效粘滞阻尼 等效柱 PUSHOVER分析 static elasto-plastic equivalent viscous damping equivalent column pushover analysis
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参考文献11

  • 1多层及高层建筑结构弹塑性静力、动力分析软件.PUSH&EPDA用户手册及技术条件[C].中国建筑科学研究院,PKPMCAD工程部,2005.
  • 2汪大绥,贺军利,芮明倬,盛峰,刘明国.带有剪力墙(筒体)结构静力弹塑性分析方法与应用[J].建筑结构,2006,36(7):3-7. 被引量:23
  • 3FEMA. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA-273[S]. Washington D.C., 1997.
  • 4ATC. Seismic Evaluation and Retrofit of Concrete Buildings [R].Report No. ATC-40, Applied Technology Council, Redwood City,California, 1996.
  • 5KRAWINKLER H, SENEVIRATNA G D P K. Pros and cons of a Pushover analysis of seismic performance evaluation [J]. Engineering Structures, 1998,20(4-6):452-464.
  • 6FAJFAR P. A nonlinear analysis method for performance-based seismic design[J]. Earthquake Spectra,2000,16(3) :573-592.
  • 7MEDHEKAR M S, KENNEDY D J L. Displacement-based seismic design of buildings-theory[J]. Engineering Structures,2000, 22: 201-209.
  • 8FAJFAR P. Capacity spectrum method based on inelastic demand spectra[J]. Earthquake Engineering and Structural Dynamics, 1999,28 : 979-993.
  • 9CHOPRA A K, GOEL R K. Capacity-demand-diagram methods based on inelastic design spectrum[J]. Earthquake Spectra, 1999, 15(4):637-656.
  • 10小谷俊介,叶列平.日本基于性能结构抗震设计方法的发展[J].建筑结构,2000,30(6):3-9. 被引量:112

二级参考文献6

  • 1FEMA. NEHRP Guidelines for the Seismic Rehabilitation of Buildings.FEMA-273, Washington D.C., 1997.
  • 2ATC. Seismic Evaluation and Retrofit of Concrete Buildings. Report No.ATC-40, Applied Technology Council, Redwood City, California, 1996.
  • 3贺军利,汪大绥,张风新.静力弹塑性分析(pLlshover analysis)方法的理论研究[C]//第十八届全国高层建筑结构学术交流会论文集,重庆,2004:679-687.
  • 4建筑抗震设计规范(GB50011-2001)[S].北京:中国建筑工业出版社.2001.
  • 5Reinforced Concrete Committee.Damage investigation report of concrete buildings[]..1996
  • 6汪大绥,贺军利,张凤新.静力弹塑性分析(Pushover Analysis)的基本原理和计算实例[J].世界地震工程,2004,20(1):45-53. 被引量:218

共引文献133

同被引文献25

  • 1侯爽,欧进萍.结构Pushover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. 被引量:112
  • 2CSI分析参考手册,Computers and Structures[K]. Inc,2004.
  • 3FEMA,"NEHRP Guidelines for the Seismic Rehabilitation of Buildings "[R]. FEMA-273, Washington D. C., 1997.
  • 4ATC, "Seismic Evaluation and Retrofit of Concrete Buildings" [R].Report No. ATC-40. Applied Technology Council, RedwoodCity, California, 1996.
  • 5CSI分析参考手册[K].Computers and Structures,Inc,2004.
  • 6李国强,陈素文.从汶川地震灾害看铡结构在地震区的应用[C].中国建筑学会抗震防灾分会沈阳会议交流资料,2008.
  • 7FEMA,NEHRP Guidelines for the Seismic Rehabilitation of Buildings[R].FEMA-273,Washington D.C.,1997.
  • 8ATC,Seismic Evaluationand Retrofit of Concrete Buildings[R].Report No.ATC-40.Applied Technology Council,Redwood City,California,1996.
  • 9JGJ3-2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.
  • 10GB50011-2001.建筑抗震设计规范[S].[S].,..

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