CALCULATION OF WIND-INDUCED VIBRATION FACTOR OF ROOF FOR TAIZHOU STADIUM

Wang Heng; Sun Bingnan; Lou Wenjuan; Shen Guohui

doi:10.13204/j.gyjz200504024

Volume 35 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(4): 82-84,94

Wang Heng, Sun Bingnan, Lou Wenjuan, Shen Guohui, . CALCULATION OF WIND-INDUCED VIBRATION FACTOR OF ROOF FOR TAIZHOU STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 82-84,94. doi: 10.13204/j.gyjz200504024

Citation:

Wang Heng, Sun Bingnan, Lou Wenjuan, Shen Guohui, . CALCULATION OF WIND-INDUCED VIBRATION FACTOR OF ROOF FOR TAIZHOU STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 82-84,94. doi: 10.13204/j.gyjz200504024

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CALCULATION OF WIND-INDUCED VIBRATION FACTOR OF ROOF FOR TAIZHOU STADIUM

doi: 10.13204/j.gyjz200504024

1.
1. School of Civil Engineering,Zhejiang University Hangzhou 310027;
2.
2. Zhejiang Institute of Architectural Design &Research Hangzhou 310020

Received Date: 2004-12-13
Publish Date: 2005-04-20

Abstract

Abstract

Aimed at the wind- induced vibration of the long-span grid roof, based on FEM and the data obtained form the?wind tunnel test, an analysis of time- history is used to calculate the wind- induced vibration factor of vertical displacement of?the roof for Taizhou Stadium.Furthermore, the changing law of wind- induced vibration factors of the displacement of long?span roofs is also obtained.Characteristics of the dynamic wind- load factor are drawn.
- long- span grid roof,
- FEM,
- time history analysis,
- wind- induced vibration factor,
- wind tunnel test

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References(6)

References

何艳丽, 董石麟, 龚景海.大跨空间网格结构风振系数探讨.空间结构, 2001, 7(2);

[2] 黄本才, 王国砚, 林颖儒, 等.体育场屋盖结构构静动力风荷载实用分析方法.空间结构, 2000, 16(3);

[3] 黄本才, 林颖儒.上海虹口足球场大型悬挑钢屋盖抗风分析.噪声与振动控制, 1999(6);

[4] 希缪#埃米尔, 斯坎伦# H#罗伯特.风对结构的作用)))风工程导论.上海:同济大学出版社, 1992;

[5] 杨庆山, 沈世钊, 何成杰.悬索结构风振系数计算.哈尔滨建筑大学学报, 1995, 28(6);

[6] 陆峰.大跨度平屋面结构的风振响应和风振系数研究:[博士学位论文].杭州:浙江大学, 2001

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