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虎门港企业总部大厦超限高层结构设计
蔡庆雄
摘 要

 

(深圳市建筑设计研究总院有限公司,深圳518000)
 
[摘要]  介绍了虎门港企业总部大厦超限高层结构设计。针对塔楼偏置、楼板不连续超限不规则类型,采用了基于性能的抗震设计,在宏观上把握结构的薄弱部位有针对性地采取加强措施。分析表明,结构设计满足规范对超限高层建筑的各项指标要求,满足设定的性能设计目标水准。
[关键词]  塔楼偏置; 超限高层; 框架-核心筒; 抗震性能化设计
中图分类号:TU318      文献标识码:A      文章编号:1002-848X(2013)S1-0070-05
 
Structural design of out-of-codes high-rise building on Humen Port Enterprise Headquarters Building
Cai Qingxiong
Shenzhen General Institute Of Architectural Design And Research Co.,Ltd.Shenzhen 518000China
 
AbstractStructural design of out-of-codes high-rise building on Humen Port Enterprise Headquarters Building was described. Targeting towers biasfloor partial discontinuous  out-of-codes irregular typesand so onthe use of performance - based seismic design, at the macro - grasp the weakest part of the structure, to enhance targeted measures. Analysis showed that meet the specifications of out-of-codes high-rise building structure design of indicators required to meet the standards of performance design goals set.
Keywordstower biasout-of-codes high-riseframe-core wallperformance-based seismic design
 
作者简介:蔡庆雄,工程师,一级注册结构工程师, Emailcqx1969@163.com
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