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This study evaluates the seismic performance of a G+15 RCC high-rise building on various soil types across different seismic zones in India using ETABS software. The analysis indicates that softer soils significantly increase seismic demand, affecting parameters such as storey drift and base shear, necessitating tailored design strategies. The findings emphasize the critical role of soil classification in earthquake-resistant design and propose optimized structural solutions for enhanced seismic resilience.

Author

vkrm2032

Language

EN