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The research investigates the seismic performance of various building configurations in hilly regions, focusing on stepback and stepback-setback structures. It compares the effectiveness of L-shear walls, C-shear walls, and reinforced concrete-filled steel tube columns in mitigating earthquake impacts on these irregular structures. The study employs response spectrum analysis using ETABS 2017 to evaluate parameters such as base shear, storey drift, and displacement, concluding that shear-wall constructions

Author

ranjanapegu609

Language

EN