ANALYSIS OF ASEISMIC DESIGN OF A TWO－TOWER SIAMESED STRUCTURE

Geng Cuizhen; Liu Zhonghua

doi:10.13204/j.gyjz201004029

Volume 40 Issue 4

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(4): 137-141

Zhou Chunli. ANALYSIS OF FLEXUAL BEARING CAPACITY OF PRESTRESSED NEW STEEL BOX CONCRETE COMPOSITE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 150-157. doi: 10.13204/j.gyjz201403030

Citation:

Geng Cuizhen, Liu Zhonghua. ANALYSIS OF ASEISMIC DESIGN OF A TWO－TOWER SIAMESED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 137-141. doi: 10.13204/j.gyjz201004029

Zhou Chunli. ANALYSIS OF FLEXUAL BEARING CAPACITY OF PRESTRESSED NEW STEEL BOX CONCRETE COMPOSITE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 150-157. doi: 10.13204/j.gyjz201403030

Citation:

Geng Cuizhen, Liu Zhonghua. ANALYSIS OF ASEISMIC DESIGN OF A TWO－TOWER SIAMESED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 137-141. doi: 10.13204/j.gyjz201004029

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ANALYSIS OF ASEISMIC DESIGN OF A TWO－TOWER SIAMESED STRUCTURE

doi: 10.13204/j.gyjz201004029

Geng Cuizhen¹,
Liu Zhonghua²

1.
1. Urban Construction College of Zhejiang Shuren University,Hangzhou 310015,China;
2.
2. Architectural Design and Research Institute of Zhejiang University,Hangzhou 310027,China

Received Date: 2009-09-03
Publish Date: 2010-04-20

Abstract

Abstract

In this paper,a siamesed structure with two-tower is analyzed. Structure plan of the library is optimized.Based on the computation result of some structure programs,several models of structure are analyzed under minor seisms. Pushover analysis is used for integral model. Selection of structure model,vibration characteristic and the final design measures are discussed. Seismic design based on performance is proposed. Siamesed structural members and supporting members are elastic under intermediate seisms,slippage is in control.
- vibration characteristic,
- two-tower building,
- weakly connected,
- seismic design based on performance