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空间结构非线性静力分析的工程应用 被引量:7

Application of Structural Nonlinear Spatial Static Analysis to an Engineering Project
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摘要 本文简要介绍了空间结构非线性静力分析方法及其在泉州邮电综合大楼工程中的应用。 In this paper, the structural nonlinear spatial static analysis method and its application in Quanzhou Post and Telecommunications Multipurpose Building are briefly introduced.
出处 《建筑结构学报》 EI CAS CSCD 北大核心 2000年第1期57-62,共6页 Journal of Building Structures
关键词 非线性静力分析 弹塑性地震反应 空间结构 nonlinear static analysis, elastoplastic earthquake response, elastoplastic displacement
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  • 1叶列平,马千里,程光煜,张文华,魏捷.西部机电科技商务中心钢结构消能减震计算分析[J].工程抗震与加固改造,2005,27(3):20-25. 被引量:13
  • 2秦从律,张爱晖.基于截面纤维模型的弹塑性时程分析方法[J].浙江大学学报(工学版),2005,39(7):1003-1008. 被引量:41
  • 3Smith B S and Coull A. Tall Building Structures: Anslysis and Design[M]. John Wiley & Son, Inc, 1991
  • 4[1]Federal Emergency Management Agency,Guidelines and Commentary for the Seismic Rehabilitation of Buildings.FEMA274,1998:24-28
  • 5[2]Scott Lawson R.Nonlinear Static Pushover Analysis:Why,When,and How?.5th U.S.National Conference on Earthquake Engineering,1994:58-66
  • 6[3]Helmut Krawinkler.Pros and Cons of a Pushover Analysis of Seismic Performance Evaluation.Engineering Structures,1998:20-32
  • 7[4]Peter Fajfar.Simple Pushover Analysis of Buildings Structures.11th World Conference on Earthquake Engineering,1996:36-45
  • 8[5]Giuseppe Faella.Evaluation of the Structures Seismic Response by Means of Nonlinear Static Pushover Analysis.11th World Conference on Earthquake Engineering,1996:47-60
  • 9[6]Humar J L.Concept of Overstrength in Seismic Design.11th World Conference on Earthquake Engineering,1996:234-245
  • 10[7]Kaspar Peter.Application of the Capacity Spectrum Method to R.C.Buildings with Bearing walls.12th World Conference O on Earthquake Engineering,Paper No.0609,2000:546-555

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