• Mr. NAVEEN KUMAR S.M
• Dr. Vijaya Kumar Y.M
• Manu Vijay
• Rahul N

In this study, we utilized ETABS structural analysis software to intricately model 5-storey reinforced concrete frames (G+4) with setbacks in both X and Y directions. The analysis considered medium soil conditions and addressed seismic Zones II, III, IV, and V. We focused on parameters such as storey drift, displacement, stiffness, base shear, and Modal participation factor. Results were systematically tabulated and graphically presented for comprehensive comparative analysis. Additionally, pushover analysis using ETABS provided insights into the structure's capacity to withstand increasing seismic forces until failure or significant deformation, crucial for seismic design and structural evaluation.

Linear analysis, base shear, story displacement, story shear, Non-Linear analysis and Push over analysis.

"EXPLORING STRUCTURAL PERFORMANCE THROUGH SEISMIC & PUSHOVER ANALYSIS OF G+4 STOREY BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 3, page no.i351-i357, March-2024, Available :http://www.jetir.org/papers/JETIR2403845.pdf

"EXPLORING STRUCTURAL PERFORMANCE THROUGH SEISMIC & PUSHOVER ANALYSIS OF G+4 STOREY BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 3, page no. ppi351-i357, March-2024, Available at : http://www.jetir.org/papers/JETIR2403845.pdf