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This is a Case Report study (also classified as: Observational).

September 10, 2025

Case Study Over the Building Analysis for Seismic and Wind Load

KKapmuanlal SRSaba RahmanNational Institute of Technology Delhi RMRahul Kumar MeenaNational Institute of Technology Delhi

Key Points

Seismic analysis highlighted the building's performance under seismic loading conditions, ensuring safety.
Utilizing STAAD.Pro software, the analysis determined how wind loads impact the structure's integrity.
The reinforced concrete design incorporates Special Moment Resisting Frames to enhance ductility during earthquakes.
The building's height of 26.365 meters, including foundation, illustrates significant engineering challenges.

Abstract

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.

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