This project presents the structural analysis of a G+7 reinforced concrete (RC) framed building located in Ahmedabad, which lies in Seismic Zone III as per IS 1893 (Part 1):2016. The building is modeled and analyzed using STAAD.Pro CONNECT Edition to evaluate its performance under seismic and wind loading. The total height of the building is 26.365 meters, including a foundation depth of 1.524 meters and floor heights as per architectural design. The structure is designed with Special Moment Resisting Frames (SMRF) to ensure ductile behavior during seismic activity.
Kapmuanlal et al. (Mon,) studied this question.
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