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桥梁结构弹塑性地震反应分析新进展 被引量：4

State-of-the-art of elasto-plastic seismic analysis of bridge structures
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摘要 介绍了地震反应分析理论和方法发展的基本概况,并对弹塑性地震反应分析中采用的纤维梁柱单元及国外新近出现的IDA方法进行了详细的说明。在此基础上,对能够有效解决弹塑性地震反应分析计算的OpenSEES软件系统做了介绍。 The research and development of theories and methods about seismic analyses of bridge structnres are introduced, and fiber beam-column element and IDA （ Incremental Dynamic Analysis） that is put up recently are expounded in detail. Based on facts mentioned abvoe, the OpenSEES software that could perform the elastic-plastic seismic analyses of the bridges is recommended.
作者 梁智垚 彭伟
机构地区 同济大学桥梁工程系
出处 《世界地震工程》 CSCD 北大核心 2007年第4期163-169,共7页 World Earthquake Engineering
关键词 弹塑性分析 纤维梁柱单元IDA OPENSEES elastic-plastic analysis, fiber beam-column element, IDA, OpenSEES
分类号 P315 [天文地球—地震学]
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参考文献20

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共引文献71

同被引文献27

  • 1韩建平,吕西林,李慧.基于性能的地震工程研究的新进展及对结构非线性分析的要求[J].地震工程与工程振动,2007,27(4):15-23. 被引量：53
  • 2丰定国 王社良.抗震结构设计[M].武汉:武汉理工大学出版社,2003..
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  • 5Rosario Ceravolo,Giacomo Vincenzo Demarie,Luca Giordano,Giuseppe Mancini,Donato Sabia.Problems in applying code-specified capacity design procedures to seismic design of tall piers. Engineering Structures . 2009
  • 6F. McKenna,G. L. Fenves.User manual for Open System for Earthquake Engineering Simulation (OpenSees). . 2005
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  • 8杨成,徐腾飞,李英民,杨溥.应用弹塑性反应谱对IDA方法的改进研究[J].地震工程与工程振动,2008,28(4):64-69. 被引量：15
  • 9蒋劲松,庄卫林,刘振宇.汶川地震百花大桥震害调查分析[J].桥梁建设,2008,38(6):41-44. 被引量：26
  • 10柳国环,李宏男,林海.结构地震响应计算模型的比较与分析[J].工程力学,2009,26(2):10-15. 被引量：34

引证文献4

二级引证文献12

世界地震工程
2007年 第4期

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