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The present work seeks to investigate the seismic behaviour of typical SMRF framed structure with two types of composite columns. The main objective of this paper is to evaluate the comparison of composite columns i.e., Concrete filled steel tube (CFST) and Concrete encased I section (CES). This paper is mainly emphasis on structural behaviour of multi-storied structure with different vertical geometric irregularities with two different composite columns. The present work deals with the seismicdoi:10.22214/ijraset.2018.4783 fatcat:ki54tb56svfq5dx6qocojzmnva