Extreme wind pressure distributions on low-rise building models

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 89, Issue 14-15, 2001, Pages 1635-1646

  Tamura, Y ^a   Kikuchi, H ^b   Hibi, K ^b  

^a TOKYO POLYTECHNIC UNIVERSITY   (Japan)

^b SHIMIZU CORPORATION   (Japan)

Author keywords

Across wind force; Along wind force; Extreme wind load; Low rise building; LRC; Peak factor; Quasi steady; Torsional moment; Wind load combination; Wind pressure

Indexed keywords

BUILDINGS; PRESSURE EFFECTS; STRESSES; STRUCTURAL FRAMES; WIND EFFECTS;

QUASI-STEADY PRESSURE;

AERODYNAMICS;

BUILDING; LOW RISE STRUCTURE; PRESSURE DISTRIBUTION; TORSION; WIND;

EID: 0035691304     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(01)00153-2     Document Type: Article

References (11)

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5. Extreme wind load distributions for linear and nonlinear design
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9. Optimised peak load distributions
10. Wind-induced peak bending moments in low-rise buildings frames
11. The use of aerodynamic databases for effective estimation of wind effects in main wind-force resisting systems: Application to low buildings