| 超限高层住宅的结构设计 |
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| 引用本文： | 林捷. 超限高层住宅的结构设计[J]. 福建建筑, 2012, 0(6): 48-51 |
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| 作者姓名： | 林捷 |
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| 作者单位： | 福建省建筑设计研究院 |
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| 摘 要： | 超限高层的总高度大,结构侧向刚度相对较小,呈现出高柔的特点,水平力作用是结构的主要控制因素。本文介绍了超高层住宅的结构设计要点,确定了抗震性能目标,采用不同力学模型的计算软件对结构进行对比分析,针对结构超限采取相应的加强措施,确保了结构的抗震安全性。
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| 关 键 词： | 超限高层 抗震性能化设计 型钢混凝土墙 静力弹塑性分析 |
Structure design of the super high rise buildings |
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| LIN Jie. Structure design of the super high rise buildings[J]. Fujian Architecture & Construction, 2012, 0(6): 48-51 |
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| Authors: | LIN Jie |
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| Affiliation: | LIN Jie(Fujian Provincial Institute Of Architectural Design & Research,Fuzhou,350001) |
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| Abstract: | Total height of Super tall,relatively small lateral stiffness of structure,showing a high flexible characteristic,main control factors of horizontal force structure.This article introduced the design of super high-rise residential structures,seismic performance targets were identified,using different calculation software for mechanical model of comparative analysis of structure,for structural overrun of strengthening measures to ensure seismic safety of structures. |
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| Keywords: | The high-rise building Seismic performance design Steel reinforced concrete wall The static elastoplastic analysis |
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