• Rajeswari Kalluri
• Madhan gopal Kallutla
• Sreenivasulu Gopu

The present work seeks to research the seismic behavior of different heights of multi-storey structure in 10,30,60 meters height structure with composite columns and shear walls and examine the key style problems involved. The current study deals with unstable behavior of different heights of multi-storied framed structure assessed through equivalent static technique of study as per IS:1893-2002 for zone II & V in loose soil (soil-III) by using ETABS software (2013 version). The analyses performed on different heights of multi storey structure with totally composite columns. The analysis provided and therefore the results compared in terms of important earthquake response parameters like base shear, storey displacements and lateral forces on building elevation. Resulting the analyses is that the displacement is compared for all the models in zone II & V and it can be concluded that displacement can be reduced by providing shear walls at each corner i.e; 30% of displacement is reduced.

Unstable behavior, Composite columns, Shear walls, Multi-storey structure, Time history analysis, Response spectrum analysis.

"COMPARISON OF SEISMIC BEHAVIOR OF A MULTI-STOREY STRUCTURE WITH COMPOSITE COLUMNS AND SHEAR WALLS IN DIFFERENT HEIGHTS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 8, page no.427-434, August-2018, Available :http://www.jetir.org/papers/JETIRA006077.pdf

"COMPARISON OF SEISMIC BEHAVIOR OF A MULTI-STOREY STRUCTURE WITH COMPOSITE COLUMNS AND SHEAR WALLS IN DIFFERENT HEIGHTS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 8, page no. pp427-434, August-2018, Available at : http://www.jetir.org/papers/JETIRA006077.pdf