基于位移的抗震性能评估方法评述

袁波; 郭子雄

doi:10.13204/j.gyjz200409020

基于位移的抗震性能评估方法评述

doi: 10.13204/j.gyjz200409020

袁波,
郭子雄

1.
华侨大学土木工程系泉州 362011

基金项目:

福建省自然科学基金资助项目(编号:E0010028、E0410024)

详细信息

作者简介:
袁波男 1974年6月出生硕士研究生

中图分类号: TU352.1
计量
- 文章访问数: 62
- HTML全文浏览量: 3
- PDF下载量: 44
- 被引次数: 0
出版历程
- 收稿日期: 2003-11-05
- 刊出日期: 2004-09-20

REVIEW OF STATIC ELASTOPLASTIC ANALYSIS FOR EVALUATING SEISMIC PERFORMANCE OF STRUCTURES

1.
Department of Civil Engineering,Huaqiao University Quanzhou 362011

摘要

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。
- 静力弹塑性分析 /
- 抗震性能 /
- 基于位移
Abstract: 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.
- static elastoplastic analysis /
- seismic performance /
- displacement-based

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参考文献(20)

[2] Javeed A munshi,Satyendra K Ghosh. Analysises of Seismic Perfor mance of a Code Designed Reinforced Concrete Building. Engineering Structurs, 1 998(20): 608～616

Vojko Kilar and Peter Fajfar. Simple Push-Over Analysis of Asymmetric Buildings. Earthquake Engineering and Structural Dynamics, 1997(26): 233～249

[3] Mwafy A M,Elnashai A S. Static Pushover Versus Dynamic Collapse Analysis of Buildings. Engineering Structures, 2001(23): 407～424

[4] Gulkan P, Sozen M A. Inelastic response of RC Structures to Earth quake Motion. ACI,1974(71): 609～614

[5] Saidii M,Sozen M A. Simple Nonlinear Analysis of RC Structures. ASCE, Struc. Div.,1981(107):937～951

[6] Fajfar P,Fischinger M. N2-a Method for Non-Linear Seismic.In:An alysis of Regular Structures.In:Proc. 9th World Conf. on Earthquake. Engineerin g. Toky Kyoto:1988(5): 111～116

[7] Saidii M,Sozen M A. Simple Nonlinear Seismic Analysis of R/C Struct ures. Journal of Structural Division(ASCE), 1995(121): 11 83～1 189

[8] Fajfar P,Gaspersic P. The N2 Method for the Seismic Damage Analy sis of RC Buildings.Earthquake Engineering and Structural Dynamics, 1996(2 5): 31～46

[9] Sasaki Kent K,Freeman Sigrnund A. Multi-Mods Pushover Procedure (MMP)-a Method to Identify the Effects of Higher MODS in a Pushover Analysis . the 6th U.S.National Conference on Earthquake Engineering

[10] Giuseppe Faella. Evaluation of the R/C Structures Seismic Response by Mean s of Nolinear Static Push-over Analysis.11th Word Conference on Earthquake Engineering Mexico, 1996.1146

[11] Helmut Krawinkler,Senviratna G D K. Pros and Cons of a Pushover Analysis of Seismic Performance Evaluation. Engineering Structurs, 1998(20): 452～464

[12] Elnashai A S. Advanced Inelasticstatic(Pushover) Analysis for Earthquake App lications.Structural Engineering and Mechanics,2001(12): 51～69

[13] 叶献国.多层建筑结构的抗震性能的近似评估-改进的能力谱方法.工程抗震,1998,(4) :10～14

[14] 杨溥,李英民,王亚勇,等.结构静力弹塑性分析(Pushover)方法的改进.建筑结构学报,2000(1):44～51

[15] 叶燎原,潘文.结构静力弹塑性分析(Pushover)的原理和计算实例.建筑结构学报,2000(1):37～43

[16] 钱稼茹,罗文斌.静力弹塑性分析--基于性能/位移抗震设计的分析工具.建筑结构,2 000(6):23～26

[17] 郭子雄,彭兴黔.基于位移的地震反应静力弹塑性分析方法.结构工程师,2001(增刊): 34～39

[18] 魏巍,冯启民.几种Pushover分析方法对比研究.地震工程与工程振动,2002(4):66 ～72

[19] Akshay Gupta,Helmut Krawinkler,Member.Dynmic P Delta Effects for Flexible Inelastic Steel Structures,Journal of Structural Engineering,2000,145～154

[20] 邹积麟.空间RC框架结构全过程静力弹塑性分析:[博士学位论文].北京:清华大学, 2001

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