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	Research on the characteristics of wind load on L-shape high-rising building
	Zhang, Jian Guo ; Zhuang, Hui Min ; Zhang JG(张建国)
	2014
关键词	Civil engineering Frequency domain analysis Wind effects
英文摘要	Conference Name:3rd International Conference on Civil Engineering and Transportation, ICCET 2013. Conference Address: Kunming, China. Time:December 14, 2013 - December 15, 2013.; The mean and fluctuating wind pressures on an L-shape high-rising building were obtained through simultaneous pressure measurements in a wind tunnel. The shape coefficients on each surface and their variations with wind direction are investigated, which are more detailed than current load codes. Considering that there may be two composition forms, namely integrated-type and separated-type, when an L-shape high-rising building is structurally designed, the amplitude and frequency-domain characteristics of the base moment in along wind, across wind and torsion direction of the above two types are presented respectively. The research results show that the change regularities of shape coefficients on each surface with wind direction are different from each other and current practice using the shape coefficients of a certain wind direction to structurally design is worth discussing; the characteristics of three directions' base moments on an integrated-type L-shape high-rising building are rather complicated and those on a separated-type building appear as obvious interfering effects. ? (2014) Trans Tech Publications, Switzerland.
语种	英语
出处	http://dx.doi.org/10.4028/www.scientific.net/AMM.501-504.925
出版者	TRANS TECH PUBLICATIONS LTD
内容类型	其他
源URL	[http://dspace.xmu.edu.cn/handle/2288/85541]
专题	建筑土木－会议论文
推荐引用方式 GB/T 7714	Zhang, Jian Guo,Zhuang, Hui Min,Zhang JG. Research on the characteristics of wind load on L-shape high-rising building. 2014-01-01.

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