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Abstract: Multi-Storey Frames are generally the basis of construction of multi-storey and high rise buildings. This researchconcisely discusses the analysis and methodology of irregular and regular buildings with and without the incorporation of Fluid Viscous Dampers subjected to seismic loads in accordance with IS 1893: Part1 2016. The type of method adopted is Static Analysis with reference and accordance to IS 456:2000 and IS 1893:2016. The objective of this study is to demonstrate and conclusively prove the efficiency of Fluid Viscous Dampers with the help of ETABS by considering various aspects of Structural Analysis like storeydisplacement.The height of each storey is taken as 3.25 m for regular building and 3m for, making total height of the structure 45m. Loads considered are taken in accordance with the IS-875 (Part1, Part2), IS-1893(2016) code and combinations are according to IS-875(Part5). Post analysis of the structure, the maximum storey displacement of the buildings for the considered load combinations in accordance with IS 456:2000 for both buildings with and without dampers is compared.