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《Sichuan Building Science》 2013-05
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Wind-induced vibration and parametric analysis of huge cylindrical reticulated structures

WANG Haishun;HE Yongjun;China City Environment Protection Engineering Limited Company;College of Civil Engineering,Hunan University;  
Dynamic response of wind-induced vibration and systematic parameter analysis of huge cylindrical reticulated structure is carried out using time domain solution,and the effects of geometric parameters,structural parameters,damping ratio parameters and aerodynamic parameters are obtained.At last,through analyzing wind-induced vibration coefficient of structure,suggested value is presented,which can be used for the reference of the wind-resistance design of huge cylindrical reticulated structures.
【CateGory Index】: TU311.3
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