A Comparative Study on Seismic behaviour of G+10 RCC Structure, Steel Structure and Composite Structure using ETABS

Author(s)	Ms. Vidyashree, Prof. Dr. Shivakumar M N, Prof. Akash C Arakere
Country	India
Abstract	The present days in India the earthquakes and seismic zones are study in structural engineering. The project study about comparison in different types of structures. In this study, a multi-storied (G+10) RCC structure, Steel structure and Composite structure is considered for earthquake analysis. When the multi-storied building construction comes into the practice there are various possibility of failure of the structures, either due to lateral pressure such as earthquake or wind loads. If the structures are not analysed for the above mentioned loading conditions as per the IS codal specifications, it causes the damage is observed. So, in this study the analysis is performed for loads. Non-linear time history method is used for the analysis. Total 3 models are analysed in zone V and Seismic parameters such as storey displacement, storey drift, storey shear and overturning moment. To obtained from the analysis results it is observed for 3 models, such as RCC structure, Steel structure and Composite structure.
Keywords	Seismic forces, Time History Method, ETABS
Field	Engineering
Published In	Volume 7, Issue 5, September-October 2025
Published On	2025-10-29
DOI	https://doi.org/10.36948/ijfmr.2025.v07i05.59094

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