International Journal of Science, Engineering and TechnologyAuthors: Aditya Kumar, Dr. Shubha Agrawal
Abstract: The thesis is based on a comparative study of configuration of RC Frame buildings irregular plan. With the increase in demand of high-rise buildings, the concern for safety also increases. High Rise Buildings are against lateral forces like wind load and seismic loads. To ensure safety against these factors, many tools are applied in the structure. In this thesis, we have Analysis and Time History Analysis. Both of these analyses are done under elastic limit, For Response Spectrum Method. Seismic safety of reinforced concrete buildings is a critical concern in regions of high seismic activity, particularly in areas classified under Seismic Zone II & Zone IV, where structures are subjected to severe ground motion and significant lateral forces. The present dissertation focuses on the seismic response analysis of storey reinforced concrete building located in Zone II & Zone IV, with special emphasis on studying the influence of different grades of reinforcing steel on structural behavior under earthquake loading. The primary objective of the study is to assess how variations in steel grade affect key seismic response parameters, including storey displacement, inter-storey drift, base shear, and dynamic characteristics of the building. The research adopts an analytical methodology using dynamic seismic analysis techniques in accordance with the provisions of IS 1893 (Part 1): 2016. A three-dimensional analytical model of the residential storey building is developed using standard structural analysis software.
