WIND INTERFERENCE ON A HEXAGONAL SHAPED HIGHRISE BUILDINGS WITH DIFFERENT OPENINGS

H. Goyal, Harmanbir Singh, Mayank Singh, R. Raj
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Abstract

The wind load and pressure on a tall hexagonal structure altered as the apertures changed in this study. In various conditions, wind angles ranging from 0 to 90 degrees with a 30-degree gap are being used. The distance between the interference building and the model building was gradually raised from 50mm to 200mm at 50mm intervals. At a scale of 1:500, the main building model was studied. The ANSYS CFX package's validity was also tested using a rigid model with dimensions of 100mm x 100mm and a height of 700mm. The k-ε-turbulence model was utilised in the investigation, which was conducted using Computational Fluid Dynamics (CFD) and the ANSYS CFX software package. According to the analysis, changing the percentage of opening area has an influence on building stability because it affects the pressure on the leeward and windward faces. Contours and vortex formation were used to highlight the relationship between different scenarios. As the distance between the interference and model buildings expands, so does the pressure coefficient of the faces. The effects of apertures on the model building were also investigated, with 5-40% openings provided.
不同开口的六角形高层建筑的风干扰
高六角形结构的风荷载和风压随结构孔径的变化而变化。在各种情况下,使用的风角范围从0到90度,间隙为30度。干涉建筑与模型建筑之间的距离逐渐从50mm增加到200mm,间隔50mm。在1:500的比例下,研究了主要的建筑模型。采用尺寸为100mm × 100mm、高度为700mm的刚性模型对ANSYS CFX封装的有效性进行了测试。研究采用k-ε-湍流模型,使用计算流体动力学(CFD)和ANSYS CFX软件包进行。根据分析,改变开口面积百分比对建筑稳定性有影响,因为它会影响背风面和迎风面的压力。等高线和漩涡形成被用来突出不同场景之间的关系。随着干涉体与模型建筑之间的距离增大,面压系数也随之增大。孔径对模型构建的影响也进行了研究,提供了5-40%的开口。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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