| 某超高层住宅上部结构设计 |
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| 引用本文： | 王翀.某超高层住宅上部结构设计[J].福建建筑,2009(6):53-55. |
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| 作者姓名： | 王翀 |
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| 作者单位： | 福建泛亚建设设计有限公司; |
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| 摘 要： | 莆田市某住宅工程，主体结构总高度144．45m，为高度超限结构，采用钢筋混凝土剪力墙结构。本文简要介绍了该工程的特点，重点介绍了结构整体计算分析的内容、结果以及针对超限所采取的措施。
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| 关 键 词： | 超高层住宅 剪力墙结构 中震弹性 中震不屈服 弹性时程分析 |
The Structure Design of One Super-High-Rise Residential Building |
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| Wang Chong.The Structure Design of One Super-High-Rise Residential Building[J].Fujian Architecture & Construction,2009(6):53-55. |
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| Authors: | Wang Chong |
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| Affiliation: | Fujian Fanya Construction & Architectural Co.;Ltd.;Fuzhou 350001 |
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| Abstract: | In one super-high-rise residential building in Putian City,with the height of 144.45 meters,reinforced concrete structures and shear wall structures' design was employed.This article briefly introduces the characteristics of the project,including the process and results of the counting and analysing of the whole structure and the measures taken according to the facts that exceed the limits. |
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| Keywords: | super-high-rise residential building shear wall structures elastic and non-yielding design elastic time history analysis |
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