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深圳某高层钢结构住宅结构设计
引用本文:关超,夏萍,孙学水,李树杰,张专涛,王忠秋.深圳某高层钢结构住宅结构设计[J].钢结构,2014(8):51-52.
作者姓名:关超  夏萍  孙学水  李树杰  张专涛  王忠秋
作者单位:广东杭萧钢构有限公司,广东珠海519055
摘    要:深圳某钢结构住宅项目为高度92.1m的高层建筑,采用钢管混凝土框架-核心筒结构体系,局部采用钢板剪力墙。介绍该工程的主要特点和结构分析的有关内容,包括结构布置、抗震设计等。采用SATWE进行多遇地震作用和风荷载作用下结构的计算分析,采用PUSHEPDA进行罕遇地震下的静力弹塑性推覆(Pushover)分析。计算结果表明,该结构满足规范的各项要求,并采取了一些构造加强措施,可供同类工程参考。

关 键 词:高层建筑  钢结构住宅  混合结构  抗震设计  钢板剪力墙

THE STRUCTURAL DESIGN OF A HIGH-RISE RESIDENTIAL BUILDING IN SHENZHEN
Guan Chao,Xia Ping,Sun Xueshui,Li Shujie,Zhang Zhuantao,Wang Zhongqiu.THE STRUCTURAL DESIGN OF A HIGH-RISE RESIDENTIAL BUILDING IN SHENZHEN[J].Steel Construction,2014(8):51-52.
Authors:Guan Chao  Xia Ping  Sun Xueshui  Li Shujie  Zhang Zhuantao  Wang Zhongqiu
Affiliation:(Guangdong Hangxiao Steel Structure Co. Ltd, Zhuhai 519055, China)
Abstract:Steel residential project in Shenzhen is the high rise building of 92.1 m, with concrete filled steel tubular(CFST) column-concrete corewall structure system. The main characteristic of the structure, structural analysis and relevant details of design were introduced, including the structure arrangement, seismic design, and so on. The structure was analyzed by SATWE under frequent earthquake and wind load. The elastic time history analysis under frequent earthquake by SATWE,elastic-plastic static analysis (Pushover) and elastic plastic dynamic analysis (EPDA) under rare earthquake by PUSH~EPDA were carried out. The results meet requirements of technical codes and some strengthening measures have also been used to ensure the security of the structure. Which can be a reference for other similar projects.
Keywords:high-rise building  steel structure residence  mixed structure  seismic design  steel plate shear wall
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