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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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