| 连体结构竖向地震作用性能研究 |
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| 引用本文： | 孙宗鹏.连体结构竖向地震作用性能研究[J].山西建筑,2009,35(2):75-76. |
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| 作者姓名： | 孙宗鹏 |
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| 作者单位： | 同济大学结构工程与防灾研究所,上海,200092 |
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| 摘 要： | 指出双塔连体结构是在两塔楼顶部设置连体而形成的新型建筑结构形式，属于规范规定的复杂高层建筑结构，针对这一结构，采用通用有限元程序ANSYS对原型结构的抗震性能进行数值模拟分析，从而更深入地了解了此类结构在竖向地震作用下的抗震性能。
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| 关 键 词： | 连体结构 有限元分析 结构抗震 |
The performance study on the siamesed structure vertical seismic effect |
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| SUN Zong-peng.The performance study on the siamesed structure vertical seismic effect[J].Shanxi Architecture,2009,35(2):75-76. |
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| Authors: | SUN Zong-peng |
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| Affiliation: | SUN Zong-peng |
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| Abstract: | It pointed that the double tower tall building was a new building structure form with setting connection upon tower building,which belonged to standard complex high rise building structure.Aiming at the structure,its seismic performance was numerical analyzed with finite element program ANSYS,therefore its seismic performance under vertical seismic effect was further understood. |
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| Keywords: | siamesed structure finite element analysis structural seismic |
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