节点文献
矩形高层建筑横风向动力风荷载解析模型
Analytical model of acrosswind dynamic loads on rectangular tall buildings
【摘要】 通过研究不同长宽比、高宽比的矩形棱柱体在边界层风洞中典型迎角下的横风力 ,提出了矩形高层建筑横风力功率谱密度、均方根升力系数和Strouhal数的经验公式 ,并对相干函数作了一定的探讨 ,建立了完整的横风向动力风荷载解析模型。该模型和试验结果吻合较好 ,证明它是合理有效的 ,可在此基础上建立高层建筑横风向动力响应的频域计算方法。
【Abstract】 By investigating acrosswind forces on rectangular cylinders with various side ratios and aspect ratios at normal attack angle in a boundary layer wind tunnel, this paper presents empirical formula of acrosswind force spectra, RMS lift coefficients and Strouhal numbers of rectangular tall buildings, and coherence functions of acrosswind force are also probed. Thus a complete analytical model of acrosswind dynamic loads on rectangular tall buildings is established. This model is in good agreement with the experimental results obtained by wind tunnel tests, so it is reliable and applicable. A calculation method based on this model can be developed to evaluate wind-induced acrosswind responses of rectangular tall buildings in frequency domain.
【Key words】 tall buildings; wind loads; wind tunnel test; lift coefficient; acrosswind force spectrum;
- 【文献出处】 空气动力学学报 ,Acta Aerodynamica Sinica , 编辑部邮箱 ,2002年01期
- 【分类号】TU973.2
- 【被引频次】103
- 【下载频次】608