Evaluation of Wind Effects on High-Rise Buildings Using Ansys CFX

Neeraj Chandra, Pratik Kumar Singh, Vishal Kadian, Suraj Rai
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Abstract

Tall building is the growing pattern of cities, these buildings are highly vulnerable to wind loads. Wind load effects on the high-rise building can be found using wind tunnel testing and CFD tools. Wind tunnel facilities are limited all around the world, so CFD tools can be incorporated. In this study, ANSYS CFX is used to investigate the effects of wind on different shapes of high-rise buildings. The results of numerical simulation are compared with the international standards of various countries. Streamline patterns and pressure contours on different faces are discussed in this paper. It is found that building shape and size are having a direct effect on the pressure distribution on various surfaces of the building model. Windward face pressure will always be positive in nature. In this study, the comparison is presented for the variation in the cross-sectional shape of the building model. For this purpose Model C and Model I are having considerable variations and Model X is considered for validation purposes only. It is well established that the results are within the allowable limit. This paper aims to discuss these windgenerated effects in the tall building model.
基于Ansys CFX的高层建筑风效应评价
高层建筑是城市的发展模式,这些建筑非常容易受到风荷载的影响。利用风洞试验和CFD工具可以发现风荷载对高层建筑的影响。风洞设施在世界范围内都是有限的,因此可以将CFD工具纳入其中。本研究利用ANSYS CFX分析了风对不同形状高层建筑的影响。数值模拟结果与各国的国际标准进行了比较。本文讨论了不同表面上的流线图案和压力轮廓。研究发现,建筑物的形状和大小对建筑物模型各表面的压力分布有直接影响。迎风面压力永远是积极的性质。在本研究中,比较了建筑模型的横截面形状的变化。为此,模型C和模型I有相当大的变化,模型X仅用于验证目的。结果完全在允许范围内。本文旨在讨论这些风生效应在高层建筑模型中。
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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