Wind load combinations and extreme pressure distributions on low-rise buildings

Wind and Structures, An International Journal

Volumn 3, Issue 4, 2000, Pages 279-289

  Tamura, Yukio ^a   Kikuchi, Hirotoshi ^b   Hibi, Kazuki ^b  

^a Dept of Architectural Engineering   (Japan)

^b SHIMIZU CORPORATION   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; PRESSURE DISTRIBUTION; SHEAR STRESS; STRUCTURAL ANALYSIS; TORSIONAL STRESS;

QUASI STATIC WIND LOAD; WIND LOAD COMBINATION;

WIND EFFECTS;

EID: 0034514769     PISSN: 12266116     EISSN: None     Source Type: Journal    
DOI: 10.12989/was.2000.3.4.279     Document Type: Article

References (7)

1. Davenport, A. G. (1961), "The application of statistical concepts to the wind loading of structures", Proceedings, Institution of Civil Engineers, London, 19, 449-472.
2. Holmes, J. D. (1988), "Distribution of peak wind loads on a low-rise building", Journal of Wind Engineering and Industrial Aerodynamics, 29, 59-67.
3. Holmes, J. D. (1992), "Optimised peak load distributions", Journal of Wind Engineering and Industrial Aerodynamics, 41-44, 267-276.
4. Kasperski, M. (1992), "Extreme wind load distributions for linear and nonlinear design", Engineering Structures, The Journal of Earthquake, Wind and Ocean Engineering, 14(1), 27-34.
5. Solari, G (1989), "Wind response spectrum", Journal of Engineering Mechanics, ASCE, 115(6), 2057-2073.
6. Tamura, Y., Fujii, K. and Ueda, H. (1992), "Design wind loads for beams supporting flat roofs", Journal of Wind Engineering and Industrial Aerodynamics, 43, 1841-1851.
7. Ueda, H., Hibi, K., Tamura, Y. and Fujii, K. (1994), "Multi-channel simultaneous fluctuating pressure measurement system and its application", Journal of Wind Engineering and Industrial Aerodynamics, 51, 93-104.