Seismic Analysis of Irregular Multistorey Building

Riju Kumari, Gautam Kumar
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Abstract

Abstract: The seismic analysis of buildings is crucial for ensuring structural safety and resilience against earthquake forces. Irregularities in building configurations pose unique challenges, influencing the distribution of seismic forces throughout the structure. This study focuses on the seismic analysis of a G+12 building characterized by irregularities in plan and elevation using STAAD.Pro software. Here we have taken four models consisting of bare bay frame , bay frame with shear wall on one corner, , bay frame with shear wall on two opposite corners, , bay frame with shear wall on all corners for the further analysis. This research contributes to enhancing understanding and design practices for irregular high-rise buildings, emphasizing the importance of advanced analytical tools in seismic engineering. From this analysis we can conclude that within all four models ,building having shear wall on all four sides shows minimal deflection attributed to its maximum stiffness characteristics, hence considered most stable
不规则多层建筑的抗震分析
摘要:建筑物的抗震分析对于确保结构安全和抗震能力至关重要。建筑结构的不规则性会影响整个结构的地震力分布,从而带来独特的挑战。本研究的重点是使用 STAAD.Pro 软件对平面和立面不规则的 G+12 建筑进行抗震分析。在此,我们选取了四个模型进行进一步分析,这四个模型分别是:裸湾式框架、一角有剪力墙的湾式框架、两个对角有剪力墙的湾式框架、所有角都有剪力墙的湾式框架。这项研究有助于加强对不规则高层建筑的理解和设计实践,强调了先进分析工具在抗震工程中的重要性。通过分析,我们可以得出结论,在所有四种模型中,四面都有剪力墙的建筑由于其最大刚度特性,挠度最小,因此被认为是最稳定的建筑。
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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