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Wind load on irregular plan shaped tall building - a case study

机译:不规则平面形高层建筑的风荷载-案例研究

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摘要

This paper presents the results of wind tunnel studies and numerical studies on a '+' plan shaped tall building. The experiment was carried out in an open circuit wind tunnel on a 1:300 scale rigid model. The mean wind pressure coefficients on all the surfaces were studied for wind incidence angle of 0 degrees and 45 degrees. Certain faces were subjected to peculiar pressure distribution due to irregular formation of eddies caused by the separtaion of wind flow. Moreover, commercial CFD packages of ANSYS were used to demonstrate the flow pattern around the model and pressure distribution on various faces. k-epsilon and SST viscosity models were used for numerical study to simulate the wind flow. Although there are some differencs on certain wall faces, the numerical result is having a good agreement with the experimental results for the wind incidence angle.
机译:本文介绍了对“ +”字型高层建筑进行风洞研究和数值研究的结果。实验是在开放式风洞中以1:300比例的刚性模型进行的。研究了0°和45°的风入射角在所有表面上的平均风压系数。由于风的分离而使涡旋不规则地形成,因此某些面受到特殊的压力分布。此外,ANSYS的商业CFD软件包用于演示模型周围的流动模式和各个面上的压力分布。 kε和SST粘度模型用于数值研究,以模拟风流。尽管在某些壁面上存在一些差异,但是数值结果与风入射角的实验结果具有很好的一致性。

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