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A STUDY ON ANALYSIS AND DESIGN OF G+15 HIGH RISE BUILDING BY USING STAAD PRO IN SEISMIC ZONE IV & ZONE V
In this project G+15 high-rise building modeling is completed to examine the outcome of special circumstances along with specific heights on seismic parameters like base shear, lateral displacements, and lateral drifts. The knowledge gained has been implemented for zones IV and V in soil type II (medium soils) as targeted in 1893–2002. This study focuses on the analysis and design of a G+15 high-rise building situated in seismic Zone IV and Zone V, employing STAAD Pro software. The seismic performance of structures is a critical aspect, particularly in regions characterized by high seismic activity. In this research, the seismic response of the building is evaluated, considering the dynamic effects of earthquakes. The analysis involves the determination of seismic loads, model analysis, and response spectrum analysis to understand the building's behavior under seismic forces. The software enables the assessment of various design parameters, including member sizing, reinforcement detailing, and load distribution, ensuring compliance with relevant building codes and standards. The findings of this research contribute to the advancement of seismic design practices for high-rise buildings in Zone IV and Zone V regions. The insights gained from the analysis facilitate the development of safer and more resilient structures, mitigating the risks associated with seismic events, and ensuring the protection of life and property.
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