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风速谱对大跨度屋盖风振系数的影响
引用本文:杨应华,魏俊,冯真. 风速谱对大跨度屋盖风振系数的影响[J]. 特种结构, 2010, 27(6): 29-33
作者姓名:杨应华  魏俊  冯真
作者单位:[1]西安建筑科技大学,710055 [2]中煤国际工程集团北京华宇工程有限公司西安分公司,710061
摘    要:本文基于随机振动理论,在频域内采用风力谱分析法,进行了大跨度梯形钢屋架双坡屋盖随机振动分析。采用6种水平脉动风速谱图,讨论了其对屋盖风振响应和风振系数的影响。同时,讨论了竖向脉动风速谱对所分析大跨屋盖风振响应的影响,以供工程设计及研究工作参考。

关 键 词:风速谱  风振响应  风振系数

The Influence of Wind Power Spectrum on Wind-induced Vibration of Large Span Roofs
Yang Yinghua,Weijun,FengZhen. The Influence of Wind Power Spectrum on Wind-induced Vibration of Large Span Roofs[J]. Special Structures, 2010, 27(6): 29-33
Authors:Yang Yinghua  Weijun  FengZhen
Affiliation:Yang Yinghua WeiJun FengZhen(1.Xi'an University of Architecture and Technology,710055 China; 2.Xi'an Branch of SCIEG Beijing Huayu Engineering Co., Ltd,710061 China)
Abstract:Based on random vibration theory, a wind power spectral analysis method in the frequency domain is used to analyze long-span steel truss supporting gable roofs. Six power spectral densities of horizontal wind speed are employed. The influence of them on the wind-induced vibration responses and wind vibration factors is discussed. At the meantime, the influence of then on the wind-induced vibration responses is also discussed, which can be applied in practical engineering design and research.
Keywords:Wind power spectrum  Wind-induced vibration response  Wind-induced vibration factor
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