| 广州光大橡园结构抗震性能分析与设计 |
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| 引用本文： | 李志宏,周敏辉,丘波,潘伟明.广州光大橡园结构抗震性能分析与设计[J].广东土木与建筑,2009(12):3-6. |
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| 作者姓名： | 李志宏 周敏辉 丘波 潘伟明 |
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| 作者单位： | 广东省建筑设计研究院; |
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| 摘 要： | 广州光大橡园为平面、竖向等多项不规则的超限复杂高层建筑,设计中采用SATWE进行计算分析,并采用ETABS软件进行设计验证;对于转换层及转换桁架等复杂构件采用有限元程序进行分析。在较全面的分析研究的基础上,对结构的抗震薄弱部位采取了有针对性的加强措施,提出了加强结构整体抗震能力的措施和抗震对策。
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| 关 键 词： | 超限复杂高层建筑 转换层 抗震能力 抗震措施 |
Seismic Analysis and Design of Guangzhou Everbright Oak Garden |
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| Li Zhihong Zhou Minhui Qiu Bo Pan Weiming.Seismic Analysis and Design of Guangzhou Everbright Oak Garden[J].Guangdong Architecture Civil Engineering,2009(12):3-6. |
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| Authors: | Li Zhihong Zhou Minhui Qiu Bo Pan Weiming |
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| Affiliation: | Li Zhihong Zhou Minhui Qiu Bo Pan Weiming(The Architectural Design and Research Institute of Guangdong Province Guangzhou 510010,China) |
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| Abstract: | Guangzhou everbright oak garden is a ultra-limit and complicated tall building with some irregular terms such as plane and vertical.In the seismic analysis and design,SATWE program is used as well as the ETABS is adopted as verify.And the complicate members such as transfer truss is analyzed by ANSYS.Based on the overall analytical study,the seismic measures and details are proposed for the weak place and seismic capacity of the structure |
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| Keywords: | ultra-limit and complicated tall building transfer story seismic capacity seismic details |
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