Wind tunnel test study on the wind pressure coefficient of claddings of high-rise buildings

Yong QUAN, Yi LIANG, Fei WANG, Ming GU

PDF(486 KB)
PDF(486 KB)
Front. Struct. Civ. Eng. ›› 2011, Vol. 5 ›› Issue (4) : 518-524. DOI: 10.1007/s11709-011-0128-4
RESEARCH ARTICLE
RESEARCH ARTICLE

Wind tunnel test study on the wind pressure coefficient of claddings of high-rise buildings

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Abstract

The area-averaged most unfavorable wind pressure coefficients (MUWPCs) on various regions of building surfaces and the influence of the side ratio and the terrain category were studied based on wind tunnel test data of scale models of typical high-rise buildings with rectangular cross-sections. The negative area-averaged MUWPCs in the middle-height edge areas generally increased with an increasing D/B side ratio. The area-averaged MUWPCs can be well fitted with a function of the average area reduced by the square of the building depth, D2. In addition, no unique pattern was found for the effect of the terrain category on the MUWPCs.

Keywords

side ratio / area-averaged pressure coefficients / cladding / terrain category

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Yong QUAN, Yi LIANG, Fei WANG, Ming GU. Wind tunnel test study on the wind pressure coefficient of claddings of high-rise buildings. Front Arch Civil Eng Chin, 2011, 5(4): 518‒524 https://doi.org/10.1007/s11709-011-0128-4

References

[1]
Marshall R D. A study of wind pressures on a single-family dwelling in model and full scale. Journal of Wind Engineering and Industrial Aerodynamics, 1975, 1(2): 177-199
CrossRef Google scholar
[2]
Davenport A G, Surry D, Stathopoulos T. Wind Loads on Low Rise Buildings: Final Report of Phases I and II BLWT-SS8–1977. London, Ontario: University of Western Ontario, 1977
[3]
Davenport A G, Surry D, Stathopoulos T. Wind Loads on Low Rise Buildings: Final Report of Phases III BLWT-SS8–1977. London, Ontario: University of Western Ontario, 1977
[4]
Gumley S J. A parametric study of extreme pressures for the static design of canopy structures. Journal of Wind Engineering and Industrial Aerodynamics, 1984, 16(1): 43-56
CrossRef Google scholar
[5]
Surry D, Stathopoulos T, Davenport A G. Simple measurement techniques for area wind loads. Journal of Engineering Mechanics, 1983, 109(4): 1058-1071
[6]
Stathopoulos T, Dumitrescu-Brulotte M. Design recommendations for wind loading on buildings of intermediate height. Canadian Journal of Civil Engineering, 1989, 16(6): 910-916
CrossRef Google scholar
[7]
Stathopoulos, T., Surry, D. and Davenport, A. G. Effective wind loads on flat roofs. Journal of the Structural Division, 1981, 107(2): 281-298
[8]
Kareem A. Mapping and synthesis of random pressure fields. Journal of Engineering Mechanics, 1989, 115(10): 2325-2332
CrossRef Google scholar
[9]
Isyumov N, Poole M. Wind induced torque on square and rectangular building shapes. Journal of Wind Engineering and Industrial Aerodynamics, 1983, 13(1-3): 183-196
CrossRef Google scholar
[10]
Kopp G A, Surry D, Mans C. Wind effects of parapets on low buildings: Part 1. Basic aerodynamics and local loads. Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93(11): 817-841
CrossRef Google scholar
[11]
Lin J X, Surry D, Tieleman H W. The distribution of pressure near roof corners of flat roof low buildings. Journal of Wind Engineering and Industrial Aerodynamics, 1995, 56(2-3): 235-265
CrossRef Google scholar
[12]
Stathopoulos T, Wang K, Wu H. Wind pressure provisions for gable roofs of intermediate roof slope. Wind and Structures, 2001, 4(2): 119-130
[13]
GB 50009–2001. Load Code for the Design of Building Structures. Beijing: the Ministry of Construction. 2002 (in Chinese)
[14]
AIJ Recommendations for Loads on Buildings. Tokyo: Architectural Institute of Japan, 2004
[15]
Sadek F, Simiu E. Peak non-Gaussian wind effects for database-assisted low-rise building design. Journal of Engineering Mechanics, 2002, 128(5): 530-539
CrossRef Google scholar

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant Nos. 50878159 and 90715040).

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2014 Higher Education Press and Springer-Verlag Berlin Heidelberg
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