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世茂深坑酒店结构弹塑性时程分析
引用本文:哈敏强,陆益鸣,陆道渊,任涛,黄良. 世茂深坑酒店结构弹塑性时程分析[J]. 建筑结构, 2011, 0(12)
作者姓名:哈敏强  陆益鸣  陆道渊  任涛  黄良
作者单位:华东建筑设计研究院有限公司;
摘    要:世茂深坑酒店主体建筑依崖壁建造,为独特的上下两点支承结构体系。与考虑行波效应的多点输入不同,需要考虑幅值差的多点输入地震反应,相应的多点输入采用了位移时程波而不是加速度时程波。结构采用钢管混凝土柱框架-支撑结构体系,钢管混凝土柱的非线性力学性能指标应用了统一理论。运用SAP2000和ABAQUS有限元分析软件,重点分析了在罕遇地震作用下结构弹塑性时程响应。

关 键 词:多点输入  幅值差  位移时程  弹塑性分析  钢管混凝土  

Elastic-plastic time-history analysis on the structure of Shimao Chasm Hotel
Ha Minqiang,Lu Yiming,Lu Daoyuan,Ren Tao,Huang Liang. Elastic-plastic time-history analysis on the structure of Shimao Chasm Hotel[J]. Building Structure, 2011, 0(12)
Authors:Ha Minqiang  Lu Yiming  Lu Daoyuan  Ren Tao  Huang Liang
Affiliation:Ha Minqiang,Lu Yiming,Lu Daoyuan,Ren Tao,Huang Liang(East China Architectural Design & Research Institute Co.,Ltd.,Shanghai 200002,China)
Abstract:Shimao Chasm Hotel is constructed along the cliff,and both sides of the structure are supported.Unlike the seismic analysis considering traveling effect,the time-history seismic analysis considering the difference of amplitude was carried out.Earthquake time-history of displacement was used,rather than time-history of acceleration.This building adopts the braced steel frame structural system with concrete-filled steel tube(CFST) column.'Unified Theory of CFST' was applied for obtaining the nonlinear composi...
Keywords:multi-support excitation  difference of amplitude  time-history of displacement  elastic-plastic analysis  concrete filled steel tube  
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