Seismic response spectrum analysis (Zone V) of a g+10 steel Framed Structure using Different Grades of Steel

Seismic Response Spectrum Analysis (SRSA) is a critical component in assessing the seismic performance of structures, especially in earthquake-prone regions. This project report presents a comprehensive analysis of a G+10 steel-framed structure using the widely utilized structural analysis software, ETABS. The primary objective of this study is to evaluate the structural response to seismic loading and provide insights into the dynamic behaviour of the building for Earthquake Zone 5. The methodology section outlines the steps followed in conducting the seismic response spectrum analysis using ETABS. This includes the generation of the seismic response spectrum curves, selecting appropriate ground motion records, modelling the G+10 steel-framed structure, assigning material properties, and applying the seismic loads in accordance with relevant building codes and standards. The modelling and analysis process are thoroughly documented, including the establishment of finite element models that accurately represent the structural system. The project utilizes realistic material properties and load combinations, ensuring that the analysis results are meaningful and applicable to real-world scenarios.