Comparative Study of Wind Pressure Variations on Rectangular Buildings using Python Programming

Pankaj Dumka, N. Samaiya, S. Gandhi, S. Dash, Sumit Dubey, Dhananjay R. Mishra
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Abstract

In this research article an attempt has been made to analyse the design wind pressure on the rectangular buildings using Python programming. For this purpose, design wind pressure is calculated and compared using IS 875 (Part 3) 1987 and the revised code IS 875 (Part 3) 2015. The concept have been applied to three different building heights i.e. 20, 40, and 60 m having same plan 1010 m2. It has been observed that the impact of wind pressure on the building rises with the building height along with the fact that the design wind pressures obtained from revised code show more pressures in comparison to the old one. Therefore, the design based on the revised code will be more close to the reality as it incorporates risk factor, directionality factor, area averaging factor, and combination factors. Also, the module developed for wind loads can be readily used by the researchers/designers for the better understanding of programming and the design loads.
矩形建筑风压变化的Python编程比较研究
本文尝试用Python编程对矩形建筑的设计风压进行分析。为此,设计风压使用is 875 (Part 3) 1987和修订后的规范is 875 (Part 3) 2015进行计算和比较。该概念已应用于三种不同的建筑高度,即20、40和60米,具有相同的平面1010平方米。可以观察到,风压对建筑物的影响随着建筑物高度的增加而增加,并且从修订后的规范中获得的设计风压比旧规范显示出更大的压力。因此,基于新规范的设计将风险因素、方向性因素、面积平均因素和组合因素纳入其中,将更加贴近实际。此外,研究人员/设计人员可以很容易地使用为风荷载开发的模块,以便更好地理解编程和设计荷载。
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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