Abstract
Abstract: This research paper focuses on studying how structures with different cantilever projections (1m, 1.25m, and 1.5m) behave during seismic events in different seismic zones. The analysis is conducted for both 5-story and 10-story buildings, following the guidelines provided in IS 1893 (Part 1):2016. The static method is used to assess various parameters, including story drift, frequency and time period in ETABS software. By examining these factors, we can better understand how these structures perform under seismic forces.
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