PERFORMANCE OF A TALL BUILDING UNDER WIND ACTION

被引:30
|
作者
ISYUMOV, N [1 ]
FEDIW, AA [1 ]
COLACO, J [1 ]
BANAVALKAR, PV [1 ]
机构
[1] CBM ENGINEERS,HOUSTON,TX 77027
关键词
D O I
10.1016/0167-6105(92)90112-N
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:1053 / 1064
页数:12
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