Tests for effects of terrain roughness on wind load characteristics of a high-rise building under downburst
WANG Zhisong1,2,JIANG Peng1, WU Yanjun1, LIU Xinglong1, DONG Zhichao1
1.School of Civil Engineering, Chongqing University, Chongqing 400045, China;
2. Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education, Chongqing University, Chongqing 400045, China
The terrain roughness has a great influence on the wind field in the near surface layer. To investigate the variation law of wind pressure on the surface of high-rise building with different roughness topography in wind field of the downburst. Based on impinging jet test, the surface pressure characteristics of high-rise building are discussed in different surface roughness and radial distance. The results indicate that the height of the maximum mean surface pressure on the windward side of the building rises gradually with the roughness increasable, and the positive wind pressure coefficient also increases on the windward side. The absolute value of negative pressure decreases on the leeward side with the roughness raising. The side pressure coefficient is not obvious affected by roughness. The fluctuating pressure coefficient on the side of building increases with terrain roughness raising. The fluctuating wind pressure coefficients of windward and leeward surfaces are less affected by roughness. With the radial distance and the terrain roughness increasable, the outflow intensity reductional is obviously increasing. The wind pressure coefficient are greatly reducible in the middle and lower parts on the windward side. The pressure coefficient decreases gradually on the leeward and the side, and leeward is the linear decreasing trend.
汪之松1,2,江鹏1,武彦君1,刘兴龙1,董志超1. 地表粗糙度对高层建筑下击暴流风荷载特性影响的试验研究[J]. 振动与冲击, 2019, 38(9): 184-191.
WANG Zhisong1,2,JIANG Peng1, WU Yanjun1, LIU Xinglong1, DONG Zhichao1. Tests for effects of terrain roughness on wind load characteristics of a high-rise building under downburst. JOURNAL OF VIBRATION AND SHOCK, 2019, 38(9): 184-191.
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