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

Xian Yaoqiang; Liu Boquan; Ding Jiangshu

doi:10.13204/j.gyjz201104024

Volume 41 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 112-118

Ma Jianxun, Hu Ping, Jiang Xiangmin, Hu Ming. EXPERIMENTAL RESEARCH ON AXIAL COMPRESSIVE BEHAVIORS FOR TIMBER COLUMN STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 40-44,55. doi: 10.13204/j.gyjz200508009

Citation:

Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG-SPAN TENSILE STRUCTURE (Ⅰ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 112-118. doi: 10.13204/j.gyjz201104024

Citation:

Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG-SPAN TENSILE STRUCTURE (Ⅰ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 112-118. doi: 10.13204/j.gyjz201104024

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

doi: 10.13204/j.gyjz201104024

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: 2010-12-26
Publish Date: 2011-04-20

Abstract

Abstract

Using the program，ANSYS，a finite element model of the rung-shape long-span tensile cable-membrane structure in Foshan Century Lotus Stadium was set up to investigate its dynamic performance under earthquake waves. Results show that the structures vertical stiffness is weak，and its sag-to-span ratio is 1 /1152. Because its story drift is 1 /467，the structures horizontal displacement should not be neglect. The structures seismic responses are similar under different types of earthquake waves when their peak-accelerations are equal. At the same time，the order of the acceleration reaching its peak has small effects on the vibration of the structure. With the increase of the peak-acceleration，the axis stress of the tension cables does not vary，but the bending stress of the upper compression ring，the lower compression ring，and the truss web，has obviously changed. During the design process，seismic loading should be calculated in the load combination. Furthermore，the effects of the wavesdirection and their combination should be considered.
- rung-shape long-span tensile structure,
- dynamic characteristics,
- seismic loading,
- time history analysis

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References(7)

References

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[6] 孙文波,王剑文,刘永桂,等.车辐式大跨度张拉索膜结构的自振和静风作用分析[J].工业建筑,2007,37(增刊):672－675.

[7] 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.

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