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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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

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

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References(9)

References

GB 500112001 建筑抗震设计规范(2008 年版) [S].

[2] JGJ 32002 高层建筑混凝土结构技术规程[S].

[3] GB 502232008 建筑工程抗震设防分类标准[S].

[4] 徐培福,傅学怡. 复杂高层建筑结构设计[M]. 北京:中国建筑工业出版社,2005:165-178.

[5] 李英民,白绍良. 不同地震水准反应谱之间的关系和罕遇地震作用设计反应谱的确定[J]. 地震工程与工程振动,2003,23(6) :9-16.

[6] 赵作周,钱稼茹. 深圳远洋中心大底盘双塔楼带转换层结构抗震分析[J]. 建筑结构,2005(9):52-56.

[7] 李应斌,刘伯权. 基于结构性能的抗震设计理论研究与展望[J]. 地震工程与工程振动,2001,221(4) :74-79.

[8] 程斌,薛伟辰. 基于性能的框架结构抗震设计研究[J]. 地震工程与工程振动,2003,23(4) :50-55.

[9] 魏巍,冯启民. 几种Push-over 分析方法对比研究[J]. 地震工程与工程振动,2002,22(4) :66-73.

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