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南京四方现代艺术博物馆钢结构抗震分析
引用本文:尹凌峰,黎德琳,赵才其,赵惠麟. 南京四方现代艺术博物馆钢结构抗震分析[J]. 空间结构, 2005, 11(4): 40-45
作者姓名:尹凌峰  黎德琳  赵才其  赵惠麟
作者单位:东南大学土木工程学院,江苏,南京,210096;东南大学土木工程学院,江苏,南京,210096;东南大学土木工程学院,江苏,南京,210096;东南大学土木工程学院,江苏,南京,210096
基金项目:教育部科学技术研究重点项目资助(105083).(致谢:STEVENH0LL ARCHITECTS,Guy Nordenson and Associates;南京大学建筑规划设计研究院.)
摘    要:南京四方现代艺术博物馆钢结构体系采用三点支承结构形式,上部质量较为集中,形状很不规则.本文对该馆钢结构部分进行了多遇和罕遇地震下的反应谱和时程分析,并探讨了类似不规则建筑如何进行抗震分析,以使分析结果切实有效地指导实际工程设计.

关 键 词:不规则性  抗震分析  反应谱  弹塑性时程分析
文章编号:1006-6578(2005)04-0040-06
收稿时间:2005-09-12
修稿时间:2005-09-12

Seismic analysis of the steel structure for Nanjing Si Fang Modern Art Museum
YIN Ling-feng,LI De-lin,ZHAO Cai-qi,ZHAO Hui-lin. Seismic analysis of the steel structure for Nanjing Si Fang Modern Art Museum[J]. Spatial Structures, 2005, 11(4): 40-45
Authors:YIN Ling-feng  LI De-lin  ZHAO Cai-qi  ZHAO Hui-lin
Affiliation:College of Civil Engineering, Southeast University, Nanjing 210096, China
Abstract:The steel structure for Nanjing Si Fang Modern Art Museum is supported on three supporters,which is very irregular with a massive mass on the top.In this paper,seismic reaction spectrum analysis and time-history analysis of the museum's steel structure under frequently occured earthquake and scarcely occured earthquake were carried out.And how to run seismic analysis for similar irregular structures was also discussed to let the analysis results guide practical design.
Keywords:abnormity  seismic analysis  reaction spectrum  elastic-plastic time-history analysis  
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