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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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

Citation:

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

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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