| 恒大名都项目结构超限设计 |
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| 引用本文： | 肖喆.恒大名都项目结构超限设计[J].广东土木与建筑,2010(1):6-8. |
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| 作者姓名： | 肖喆 |
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| 作者单位： | 广州瀚华建筑设计有限公司,广州510655 |
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| 摘 要： | 针对一栋高度为139m的超高层建筑结构设计,详细介绍了其结构超限抗震设计情况,相关技术措施以及相应的计算分析结果,以供类似超限高层抗震设计提供参考。
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| 关 键 词： | 超高层 抗震性能 静力弹塑性 |
Design of Overrun Structure for Hengdamingdu |
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| Xiao.Design of Overrun Structure for Hengdamingdu[J].Guangdong Architecture Civil Engineering,2010(1):6-8. |
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| Authors: | Xiao |
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| Affiliation: | Xiao Zhe (Guangzhou Hanhua Architects ＆ Engineers Ltd Guangzhou 510655,China) |
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| Abstract: | The thesis aims to giving the reference for the seismic design of super high-rise building through introuducing the overloaded seismic design for a height of 139m super-high-rise building,which is based on the relevant technical measurement and the corresponding calculation results of the analysis. |
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| Keywords: | super high-rise building aseismic performance static elastic-plastic |
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