Paper Key : IRJ************948
Author: Shraddha J. Jumale,Er. Ketan Mase ,Prof. Pallavi Bhende
Date Published: 09 Apr 2024
Abstract
Any structure must address two primary concerns: strength and stability. A structure necessitates a support system that possesses adequate strength to withstand loads and stability to safely transfer them to the ground. In seismic design for reinforced concrete framed structures, understanding the approximate magnitude of the probable maximum base shear relative to the structure's mass is crucial. This study presents an analysis conducted to examine the base shear force of multi-storied buildings across various seismic zones. To achieve this objective, four building models will be developed, each corresponding to structures built on rocky soil in seismic zones II, III, IV, and V of India (as defined by IS: 1893-2002). The base shear for these four models will be calculated manually, followed by a comparative analysis to show their relative differences.
DOI LINK : 10.56726/IRJMETS52103 https://www.doi.org/10.56726/IRJMETS52103