SEISMIC DESIGN AND ANALYSIS ON A HIGH BUILDING WITH MANY ITEMS EXCEEDING CODE LIMIT

Fang Shisheng; Wang Wei; Fang Fei; Wang Sihong; Xu Fengzhi

doi:10.13204/j.gyjz201203033

Volume 42 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(3): 159-163,153

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

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Fang Shisheng, Wang Wei, Fang Fei, Wang Sihong, Xu Fengzhi. SEISMIC DESIGN AND ANALYSIS ON A HIGH BUILDING WITH MANY ITEMS EXCEEDING CODE LIMIT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 159-163,153. doi: 10.13204/j.gyjz201203033

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

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SEISMIC DESIGN AND ANALYSIS ON A HIGH BUILDING WITH MANY ITEMS EXCEEDING CODE LIMIT

doi: 10.13204/j.gyjz201203033

1.
1. School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China;
2.
2. Shanghai Oriental Institute of Architectural Design Limited Company,Shanghai 200092,China

Received Date: 2011-10-31
Publish Date: 2012-03-20

Abstract

Abstract

Chizhou Zhongxiang International Hotel is a special irregular and complex high-rise structure,modal response spectrum method and time-history analysis method are used to do elastic static analysis,the limit indicators are under control through optimized adjustment.At the same time,according to the above results and the elastic-plastic overall verification calculation,the final comparative analysis results show that the seismic design of structure can meet the requirements of earthquake resistance standard.
- tall building exceeding code limit,
- irregular ultralimit structure,
- frame-core wall structure,
- seismic design,
- time history analysis

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References(8)

References

柳炳康,沈小璞. 工程结构抗震设计[M].武汉:武汉理工大学出版社,2005.17-18,95-96.

超限高层建筑工程抗震设防专项审查技术要点[S].2006.

赵西安. 高层钢筋混凝土建筑结构抗震设计的一些建议[J].建筑结构,1994,(05):6-7.

国家标准建筑抗震设计规范管理组. 建筑抗震设计规范(GB50011-2010)统一培训教材[M].北京:地震出版社,2010.69-78.

汪源浩,沈小璞,王建国. 超高层建筑结构的减震控制技术与抗震设计要点[J].合肥工业大学学报,2006,(03):335-337.

严仕基,姚永革,郑建东. 广晟国际大厦结构抗震超限设计[J].建筑结构,2011,(08):31.

邱剑,叶志雄,吴军. 湖北省图书馆新馆多项超限高层结构的抗震设计[J].工程抗震与加固改造,2011,(04):12-13.

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