SEISMIC RESPONSE OF A RUNG-SHAPE LONG SPAN TENSILE STRUCTURE(Ⅱ)

Xian Yaoqiang; Liu Boquan; Ding Jiangshu

doi:10.13204/j.gyjz201105028

Volume 41 Issue 5

Dec. 2014

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Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG SPAN TENSILE STRUCTURE(Ⅱ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 126-133. doi: 10.13204/j.gyjz201105028

Citation:

Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG SPAN TENSILE STRUCTURE(Ⅱ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 126-133. doi: 10.13204/j.gyjz201105028

Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG SPAN TENSILE STRUCTURE(Ⅱ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 126-133. doi: 10.13204/j.gyjz201105028

Citation:

Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG SPAN TENSILE STRUCTURE(Ⅱ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 126-133. doi: 10.13204/j.gyjz201105028

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SEISMIC RESPONSE OF A RUNG-SHAPE LONG SPAN TENSILE STRUCTURE(Ⅱ)

doi: 10.13204/j.gyjz201105028

1.
1. School of Civil Engineering,Chang’an University,Xi’an 710061,China;
2.
2. China Merchants Property Development Co.Ltd,Foshan 528000,China;
3.
3. Construction Engineering Quality Testing Station of Foshan,Foshan 528000,China

Received Date: 2010-12-24
Publish Date: 2011-05-20

Abstract

Abstract

The rung-shape long-span tensile cable-membrane structure in Foshan Century Lotus Stadium was conducted to investigate its dynamic responses under earthquake waves when its cable's prestressing was changed.Results show that the structure's stiffness increases with increasing the prestressing of the cable system.At the same time, the vertical displacement of the cable system decreases under seismic loading, but other members' vertical displacement and their internal force increase.And the damage by seismic action to the structure also increases.The slacking of some cables' prestressing has little effects on the axis stress of the cable system and the compression ring, but more effects on their displacement.It has also more effects on the bending moment of the compression ring and the truss web.The damage of the structure can be identified by monitoring the changes of its displacement and internal force.
- rung-shape long-span tensile structure,
- dynamic characteristics,
- seismic loading,
- prestress relaxation

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References(4)

References

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王龙.轮辐式索膜结构基于静力的安全评估技术研究[D].广州:华南理工大学,2009.

[3] 王文胜,薄燕培,胡庆卫.佛山世纪莲体育中心索膜结构[C]∥第十一届空间结构学术会议论文集.南京:2005:604-609.

[4] 冼耀强,刘伯权,丁江澍.轮辐式大跨度张拉结构地震反应分析(Ⅰ)[J].工业建筑,2011,41(4):112-118.

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