| 东莞海德广场双塔连体高层结构动力弹塑性分析 |
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| 引用本文： | 焦柯,李松柏,陈润辉.东莞海德广场双塔连体高层结构动力弹塑性分析[J].建筑结构,2009(8). |
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| 作者姓名： | 焦柯 李松柏 陈润辉 |
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| 作者单位： | 广东省建筑设计研究院; |
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| 摘 要： | 采用ABAQUS软件建立三维弹塑性模型,对160.4m高东莞海德广场双塔连体高层结构进行了罕遇地震下弹塑性时程分析。通过对计算结果的分析整理,初步掌握了该双塔连体结构在罕遇地震下的动力特性,为深化结构设计和加强薄弱部位提供了依据。
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| 关 键 词： | 双塔连体结构 弹塑性时程分析 损伤模型 薄弱部位 |
Dynamic elastic-plastic analysis of coupling building of Haide Square |
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| Jiao Ke,Li Songbai,Chen Runhui.Dynamic elastic-plastic analysis of coupling building of Haide Square[J].Building Structure,2009(8). |
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| Authors: | Jiao Ke Li Songbai Chen Runhui |
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| Affiliation: | The Architectural Design and Research Institute of Guangdong Province;Guangzhou 510010;China |
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| Abstract: | ABAQUS software is adopted to generate the three-dimensional elastic-plastic analysis model of a coupling building with 160.4m height and analyze its time-history response under strong earthquake.Based on the analysis results of the structure,the dynamic behavior of the coupling building is comprehended,which can be applied to optimize the structural scheme and strengthen the weak parts of the structure. |
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| Keywords: | coupling building elastic-plastic time-history analysis damage model weak parts |
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