建筑结构

2011, v.41(S1) 398-401

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南方博时基金大厦超限高层结构设计
Structural design of Shenzhen SBF tall building beyond the code-specification

林文明;刘臣;吴慢平;陈程;孙俏才;
Lin Wenming,Liu Chen,Wu Manping,Chen Cheng,Sun Qiaocai(Shenzhen General Institute of Architectural Design and Research Co.,Ltd.,Shenzhen 518031,China)

摘要(Abstract):

南方博时基金大厦主楼42层,高198.90m,为超B级高度的超限高层,采用钢筋混凝土非完整框架-核心筒结构。为保证结构的抗震性能,针对超限情况和结构体系,对不同的抗侧力构件提出合理的抗震性能设计目标和可靠的抗震措施。并采用不同的计算软件对各抗震设防阶段进行结构分析,以避免结构抗震安全隐患。分析结果表明,结构抗震性能良好,结构体系安全可行。
SBF building with 42 stories is a super high structure,and the roof height is 198.90m,The structure system is non-holonomic concrete frame-core wall structure,which exceeds the B-level height.Takes reasonable seismic performance objective and reliable seismic measures to different lateral force-resisting members for transfinite and structure system.Ansys all fortification stage by different comput softwares to ensure the earthquake safety.The results show that structure is safe and has good seismic behavior.

关键词(KeyWords): 超限高层建筑;非完整框架-核心筒结构;抗震性能设计
tall building beyond the code-specification;non-holonomic concrete frame-core wall structure;seismic performance

Abstract:

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基金项目(Foundation):

作者(Author): 林文明;刘臣;吴慢平;陈程;孙俏才;
Lin Wenming,Liu Chen,Wu Manping,Chen Cheng,Sun Qiaocai(Shenzhen General Institute of Architectural Design and Research Co.,Ltd.,Shenzhen 518031,China)

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DOI: 10.19701/j.jzjg.2011.s1.090

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