| 金桥广场超限高层结构抗震设计 |
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| 引用本文： | 何悦.金桥广场超限高层结构抗震设计[J].工程建设与设计,2007(4):29-33. |
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| 作者姓名： | 何悦 |
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| 作者单位： | 上海现代华盖建筑设计有限公司,上海,200041 |
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| 摘 要： | 结合工程实例,介绍了在进行超限高层设计中,对平面及竖向均不规则的结构进行设计时应注意的要点,以及采用SATWE及ETABS(美国)计算软件对结构抗震性能进行了动力分析对比.
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| 关 键 词： | 超限高层建筑 竖向不规则结构 抗震设计 |
| 文章编号： | 1007-9467（2007）04-0029-05 |
| 收稿时间： | 2006-12-05 |
| 修稿时间： | 2006-12-05 |
Seismic Design for Super-highrise Building Structure |
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| HE Yue.Seismic Design for Super-highrise Building Structure[J].Construction & Design for Project,2007(4):29-33. |
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| Authors: | HE Yue |
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| Affiliation: | Shanghai Xian Dai Huagai Architectural Design Co.,Ltd. Shanghai 200041, China |
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| Abstract: | This paper presents the keypoints for the structural design of non-regular plan and non-regular vertical structures based on a practical engineering example. Seismic analysis is conducted to evaluate the structural behavior of the building by two kinds of suitable software. |
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| Keywords: | super-highrise building non-regular vertical structures seismic design |
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