MULTIVARIATE ANALYSIS ON REYNOLDS NUMBER EFFECTS OF WIND LOADS ON RECTANGULAR HIGH-RISE BUILDINGS BASED ON WIND TUNNEL TESTS

被引：0
|
作者：
Zou, Yao [1 ]
Wang, Shuliang [1 ]
Liang, Shuguo [2 ]
Zou, Lianghao [2 ]
机构：
[1] Wuhan Univ Sci & Technol, Sch Urban Construct, Wuhan 430065, Peoples R China
[2] Wuhan Univ, Sch Civil & Bldg Engn, Wuhan 430072, Peoples R China
来源：
Fundamental Research in Structural Engineering: Retrospective and Prospective, Vols 1 and 2 | 2016年
关键词：
rectangular high-rise building; wind tunnel test; reynolds number effects; side ratio; turbulence intensity; amplitude-frequency characteristic;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on the information of the surface wind load obtained by simultaneous press wind tunnel tests for the wind pressure on the surfaces of the rigid models, profound researches on Reynolds number effects of amplitude-frequency characteristics of rectangular high-rise building are conducted at Reynolds number ranging from 26559 to 1912128 in this paper.
引用
收藏
页码：693 / 697
页数：5
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