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Performance of a tall building under wind action
Abstract Predictions of the wind-induced response of a projected 390 m high office tower have been made using high frequency base balance model and aeroelastic model techniques. Comparisons of the results from these two types of tests show that additional motion-induced forces in this case are small and that satisfactory estimates are obtained with the much simpler high frequency base balance model. Various aspects of the wind-induced response, including peak and joint action factors, the aerodynamic damping, the influence of building top geometry, and the effect of other buildings in the near field, are discussed.
Performance of a tall building under wind action
Abstract Predictions of the wind-induced response of a projected 390 m high office tower have been made using high frequency base balance model and aeroelastic model techniques. Comparisons of the results from these two types of tests show that additional motion-induced forces in this case are small and that satisfactory estimates are obtained with the much simpler high frequency base balance model. Various aspects of the wind-induced response, including peak and joint action factors, the aerodynamic damping, the influence of building top geometry, and the effect of other buildings in the near field, are discussed.
Performance of a tall building under wind action
Isyumov, N. (author) / Fediw, A.A. (author) / Colaco, J. (author) / Banavalkar, P.V. (author)
Journal of Wind Engineering and Industrial Aerodynamics ; 42 ; 1053-1064
1992-01-01
12 pages
Article (Journal)
Electronic Resource
English
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