STUDY ON SEISMIC ANALYSIS METHODS OF PRE-TENSIONED STEEL ROOFS

Ren Junchao; Zhang Qilin

doi:10.13204/j.gyjz200812027

Volume 38 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(12): 102-105

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Ren Junchao, Zhang Qilin. STUDY ON SEISMIC ANALYSIS METHODS OF PRE-TENSIONED STEEL ROOFS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 102-105. doi: 10.13204/j.gyjz200812027

Citation:

Ren Junchao, Zhang Qilin. STUDY ON SEISMIC ANALYSIS METHODS OF PRE-TENSIONED STEEL ROOFS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 102-105. doi: 10.13204/j.gyjz200812027

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STUDY ON SEISMIC ANALYSIS METHODS OF PRE-TENSIONED STEEL ROOFS

doi: 10.13204/j.gyjz200812027

Ren Junchao¹,
Zhang Qilin²

1.
1. China Architecture Design &Research Group Beijing 100044;
2.
2. School of Civil Engineering,Tongji University Shanghai 200092

Received Date: 2008-04-20
Publish Date: 2008-12-20

Abstract

Abstract

In this paper,a rectangular unit of steel roof in Zhengzhou International Conference Exhibition Center is taken as example and the response spectrum method and time-history method are respectively adopted to explore seismic performances. Geometry nonlinearity and pre-tensions are included in analysis,and the damping ratio and contribution of the former fifty modes are considered. The dynamic actions under horizontal earthquake and vertical earthquake are analyzed. The results indicate that 1) the vertical earthquake action must be taken into account during the process of seismic design; 2) the rules of earthquake action can be gained by means of response spectrum method; 3) it is necessary to carry the time-history analysis for big-span structures; 4) the masts are primary structural load-bearing members,The above analysis can provide a basis of further design and research for this new type of structures.
- response spectrum method,
- time-history method,
- seismic performances

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References(8)

References

周锡元,俞瑞芳.建筑结构抗震设计方法的新进展//首届全国建筑结构技术交流会议论文集.北京:2006:25-33

[2] KISHO KUBOKAWA architect associate.郑州国际会展中心初步设计.2003

[3] 张其林.索和膜结构.上海:同济大学出版社,2002

[4] GB 50011-2001 建筑抗震设计规范

[5] 任俊超,童丽萍.郑州国际会展中心展厅钢屋盖的动力特性分析.世界地震工程,2004,20(1):70-74

[6] Bay W.Clongh Penzien.Dynamics of Structures.New York:McgrawHill,1995

[7] 童丽萍,任俊超.郑州国际会展中心吊挂式索拱钢屋盖体系研究.工业建筑,2004,34(3):65-67

[8] Williams A.Seismic Design of Building and Bridges.[S.L.]:Engineering Press,2002

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