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Wind tunnel test of tall buildings with irregularities of elevation
Zhang, Jian-Guo ; Zhuang, Hui-Min ; Zhang JG(张建国)
2014
关键词Aerodynamic loads Loads (forces) Power spectrum Wind stress
英文摘要Conference Name:4th International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2014. Conference Address: Haikou, China. Time:May 24, 2014 - May 25, 2014.; In this paper, 2 high-rise building models with ladder and cascade irregularities of elevation were tested in a wind tunnel respectively to measure the mean and fluctuating wind pressure distributions. The mean and RMS (root-mean-square) coefficients of the drag, lift and torsion moment on the measuring layer were obtained from the wind pressures. In the direction which the buildings were positive in the wind, the variation of these above mentioned coefficients with height and the power spectrum densities of the fluctuating wind loads on sudden changed positions were analyzed in detail. Compared with the elevation regular tall building, the wind load characteristics of irregular ones were more complicated. ? (2014) Trans Tech Publications, Switzerland.
语种英语
出处http://dx.doi.org/10.4028/www.scientific.net/AMM.578-579.1208
出版者Trans Tech Publications Ltd
内容类型其他
源URL[http://dspace.xmu.edu.cn/handle/2288/85536]  
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. Wind tunnel test of tall buildings with irregularities of elevation. 2014-01-01.
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