Abstract
Abstract: In the present study, seismic performance of RCC and Composite structures is investigated using ETABS software. Seismic parameters viz. storey displacement, drift ratio, stiffness, shear, overturning moment and time period for the developed RCC and composite models are obtained in both X and Y directions by response spectrum analysis as per IS 1893-Part 1 (2016) in seismic zones II to V. In both directions, maximum storey stiffness is observed in composite models as compared to RCC models. Maximum storey displacement, drift ratio and overturning storey moments are increases with increase in seismic zones for both RCC and Composite models. However, due to high stiffness, Composite models show less displacement, drift ratio, shear and overturning storey moment values as compared to RCC models for all the seismic zones in both directions.
Published Version
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