Comparative study of full-scale and model-scale wind pressure measurements on a gable roof low-rise building

被引:13
|
作者
Li, J. C. [1 ]
Hu, S. Y. [2 ]
Li, Q. S. [3 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China
[2] Shantou Univ, Dept Civil & Environm Engn, Coll Engn, Shantou 515063, Guangdong, Peoples R China
[3] City Univ Hong Kong, Dept Architecture & Civil Engn, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Low-rise building; Full-scale measurement; Wind tunnel test; Wind pressure; Tropical cyclone; FIELD-MEASUREMENTS; FLAT-ROOF; TUNNEL; LOADS; SIMULATION; TURBULENCE; FLUCTUATIONS; COEFFICIENTS; SPECTRA;
D O I
10.1016/j.jweia.2020.104448
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A full-scale experimental low-rise building with gable roof was constructed in a typhoon-prone area in China, aiming to study the wind effects on a typical low-rise building during tropical cyclones. Meanwhile, it was also intended to provide reliable full-scale measurements for verification of widely used simulation techniques, such as wind tunnel testing and numerical simulation. This paper presents a detailed comparative study of the wind effects on the experimental building between the full-scale measurements during six tropical cyclones and the wind tunnel test results on a 1:50 scaled model of the low-rise building, including point pressure coefficients, area-averaged pressure coefficients and wind pressure probability density functions. The model-scale and full-scale mean pressure coefficients exhibits a good agreement. However, significant differences are found for the root-mean-square (RMS) and peak negative pressure coefficients on the gable end roof under oblique winds. The probable causes for these discrepancies including inadequacy of large-scale turbulence, mismatch of Reynolds number and elevation angles (vertical wind angle of attack) in the wind tunnel WA are explored based on the field measurements.
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页数:19
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