Abstract
Abstract: The construction of high-rise reinforced concrete buildings, mainly in major cities, is on the flow. So, as the structure becomes tall, it becomes sensitive to lateral loads like wind load and earthquake load. So, it is very important that the building should be safe in dynamic loads because it varies in magnitude with time. This paper presents a summary of research work already done in the seismic & wind analysis of multi-storied buildings with different irregular and complex plan shapes. The effect of shear wall, variation of seismic zone & wind speed also considered along with it. Methods used in the analysis of the seismic & wind analysis for different shaped buildings by different researchers are studied. The Effect of plan shape are studied in this paper in terms of storey drift, lateral displacement, base shear, storey shear, soft storey, axial force, moments, etc. Keywords: Plan irregularity, conventional RC framed, Seismic loading, ETABS, STAAD Pro.
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