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《Journal of Beijing Jiaotong University》 2006-04
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Frequency Domain Analysis on Wind-Induced Dynamic Responses of Arched Corrugated Steel Roof

WANG Yuan-qing~1,ZHANG Yong~2,TAN Cheng-dong~3 (1.Department of Civil Engineering,Tsinghua University Beijing 100084,China;2.School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China;3.China Architecture Design & Research Group,Beijing 100044,China)  
It is generally considered that the seismic response of Arched Corrugated Steel Roof(ACSR) is not the control factor of structure design because of its light weight,but the wind-induced dynamic responses on the structure is significant,Therefore,more attention should paid on it.In this paper,ACSR was modeled by element Shell63 by ANSYS commercial software,and the frequency domain analysis on wind-induced dynamic responses of ACSR was carried out.The conclusion demonstrates that the pulsating wind load is a vary harmful for the structure of ACSR,and the suggested coefficient of wind vibration was given.
【CateGory Index】: TU312.1;TU391
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