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上海环球金融中心结构简化弹塑性时程分析及试验验证
引用本文:吕西林,朱杰江,刘捷.上海环球金融中心结构简化弹塑性时程分析及试验验证[J].地震工程与工程振动,2005,25(2):34-42.
作者姓名:吕西林  朱杰江  刘捷
作者单位:同济大学,土木工程防灾国家重点实验室,上海,200092
基金项目:国家自然科学基金项目(50025821,50321803),中日合作研究项目
摘    要:鉴于上海环球金融中心结构体系及结构布置的复杂、结构高度及体型的超限,为了确保该建筑结构的抗震安全性和可靠性,除进行常规的计算分析外,还应对该结构进行弹塑性时程分析。本文建立了该结构的弹塑性时程分析简化模型,并编制了相应的计算程序。为了检验结构弹塑性时程分析的可靠性,首先对振动台试验的模型结构进行弹塑性时程分析,以便和试验数据进行对比。在此基础上对原型结构进行弹塑性时程分析,并对该结构进行了抗震性能评价。

关 键 词:弹塑性时程分析  上海环球金融中心  巨型框架  伸臂结构
文章编号:1000-1301(2005)02-0034-09

Simplified elasto-plastic time history analysis with test verification of the structure of Shanghai World Financial Center
L Xilin,Zhu Jiejiang,Liu jie.Simplified elasto-plastic time history analysis with test verification of the structure of Shanghai World Financial Center[J].Earthquake Engineering and Engineering Vibration,2005,25(2):34-42.
Authors:L Xilin  Zhu Jiejiang  Liu jie
Institution:L(u) Xilin,Zhu Jiejiang,Liu jie
Abstract:Because Shanghai World Financial Center is a structure with complex structural type and exceeds the code limits, besides conventional analysis, elasto-plastic time-history analysis of the structure was carried out. In order to validate the reliability of the analysis method, elasto-plastic time-history analysis for the shaking table test model of Shanghai World Financial Center building was carried out, and the comparison between theoretic analysis and test data was made. Elasto-plastic time-history analysis for the prototype structure of the building was accomplished, and accordingly the seismic performance of the structure was evaluated.
Keywords:elasto-plastic time-history analysis  Shanghai World Financial Center  mega-frame  outrigger
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