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惠州佳兆业中心C座超限高层结构设计
曹伟良, 张良平, 金晓东, 金明彦, 王锦文, 项 兵
摘 要

    曹伟良,  张良平,  金晓东,  金明彦,  王锦文,  项  兵
    (深圳华森建筑与工程设计顾问有限公司,深圳 518054)

[摘要] 结合惠州佳兆业中心c座(260m高)的结构设计,简要介绍了复杂超限高层结构的选型和性能化设计,并对复杂超限高层结构分析方法进行了介绍,并对采用框架.核心筒结构体系在风荷载控制情况下的特点作了介绍。
[关键词] 超限;高层;性能化;框架.核心筒
中图分类号:TU318    文献标识码:A  文章编号:1002-848X( 2011) Sl-0340-06

Structural design of the out-of-codes tall building as Huizhou Jiazhaoye Center Tower C
   
Cao Weiliang, Zhang Liangping, Jin Xiaodong, Jin Mingyan, Wang Jinwen, Xiang Bin
    ( Huasen Arclutecture & Engineering Design Consultants Ltd., Shenzhen 518054, China)

Abstract: Combining with Huizhou Jiazhaoye Center Tower C (260 meters high) structure design, structure selection and the performance based design method of the out-of-codes complex tall building were proposed, also the lugh-rise structure analysis method was presented in the same time. The design characteristics controled by wind load of the frame-core tube building system was introduced in the paper.
Keywords: ultra limits; high-rise building; performance; frame-core tTube

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