高层建筑结构推覆分析的对比研究 |
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引用本文: | 朱杰江,吕西林,杨震.高层建筑结构推覆分析的对比研究[J].建筑结构,2004(10). |
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作者姓名: | 朱杰江 吕西林 杨震 |
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作者单位: | 同济大学土木系防灾国家重点实验室 上海200092上海大学土木系200072
(朱杰江),同济大学土木系防灾国家重点实验室 上海200092
(吕西林),同济大学土木系防灾国家重点实验室 上海200092(杨震) |
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摘 要: | 结合新建筑抗震设计规范的要求 ,对体型复杂的江苏方正大厦进行了三维推覆分析 ,并对其进行了结构整体性能和局部性能的评价 ,分析结果与EPDA程序计算的结果基本一致。
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关 键 词: | 推覆分析 结构性能水准 薄弱楼层 |
Comparision Study on Push-over Analysis for a Tall Building |
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Abstract: | According to the requirement of the code for seismic design of buildings, the study of push-over analysis for a tall building with complex structural type is carried out.Evaluations of the local and overall performance for the building are completed. The results are compared with those calculated by EPDA program. |
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Keywords: | tall building push-over analysis structural performance level weak story |
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