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某不规则超限高层建筑的抗震设计
引用本文:陈路,蒋忠杰,刘晓华,郭金锁,白文静. 某不规则超限高层建筑的抗震设计[J]. 建筑结构, 2007, 37(4)
作者姓名:陈路  蒋忠杰  刘晓华  郭金锁  白文静
作者单位:总装备部工程设计研究总院,北京,100028;总装备部工程设计研究总院,北京,100028;总装备部工程设计研究总院,北京,100028;总装备部工程设计研究总院,北京,100028;总装备部工程设计研究总院,北京,100028
摘    要:通过对新疆生产建设兵团机关综合楼的抗震分析,探讨了平面不规则建筑的结构布置方案。对多种计算模型进行试算,保证设计能够涵盖结构的各种实际受力状态。通过对结构的薄弱部位采取增强配筋,以及设置钢骨梁、柱等特殊构造措施,提高结构的抗震能力,使其符合抗震原则,满足建筑功能。

关 键 词:平面不规则  扭转  抗震设计

Seismic Design for a Tall Building with Irregular Plane
Chen Lu,Jiang Zhongjie,Liu Xiaohua,Guo Jinsuo,Bai Wenjing. Seismic Design for a Tall Building with Irregular Plane[J]. Building Structure, 2007, 37(4)
Authors:Chen Lu  Jiang Zhongjie  Liu Xiaohua  Guo Jinsuo  Bai Wenjing
Abstract:Based on seismic analysis of Xinjiang Construction Corps' Office Building,the scheme of structural layout of irregular-plane-building is discussed,and several calculation modes are computed to ensure all potential states of loading are enveloped.Some specific constructional measures,such as adding steel bars and applying steel-concrete columns and steel-concrete beams,are taken to reinforce the weak positions to assure the design meets the seismic principle besides fulfilling the service function of building.
Keywords:tall building  irregular plane  layout  torsion  seismic design
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