PUSHOVER ANALYSIS IN SAP 2000 USED IN THE SEISMIC ANALYSIS OF A LIVE PROJECT MULTISTOREY BUILDING 1 Suyash Sharma, 2 Shubham Dashore 1 M.Tech Scholar, Bhilai Institute of Technology, Durg. 2 Assistant Professor, Bhilai Institute of Technology, Durg. ABSTRACT: - The research was carried out for a live (G+5) structure. SAP2000 finite component software was used to analyze the building. Due to high land prices and a scarcity of land, multi-story structures are widespread in India. Seismic is a marvel that has the power to ruin huge constructions. Structures should be designed from the bottom up to be safe for people's lives, with the appropriate style and features, in order to have a flexible and reasonable disappointment. The primary purpose is to construct a tremor-resistant structure by performing a business seismic investigation, establishing the look with a static comparable research strategy, and analysing and planning the structure using SAP2000. As a result, all zones (II, III, IV, and V) were calculated by checking the structure's reaction and behaviour using its base shear, structural deformation, and performance curve. Keywords: - Seismic Analysis, Story Drift, Story Displacement, Performance Curve, Structure Deformation, Base Shear. INTRODUCTION: - The bulk of structures are vulnerable to lateral stresses, especially seismic loads, which are dynamic and highly unpredictable. Many seismically sensitive constructions have collapsed or been severely damaged in prior earthquakes. Future earthquakes are unavoidable since 60 percent of India's geographical area is subject to seismic hazards. Construction quality control and safe design practises can help to prevent property and life loss. Because of the earthquake's consequences and structural damage, earthquake analysis and design concepts were developed. The following are the four types of earthquake analysis methods:Seismic coefficient method (Equivalent linear static analysis) 1. Pushover method (Non-linear static analysis) . 2. Response spectrum technique (Linear dynamic analysis). 3. Time history analysis (Non-linear dynamic analysis). When there is a significant earthquake, the seismic elasticity methodology, also known as linear static analysis, does not yield reliable findings. Nonlinear analysis is necessary to capture the behaviour of structures during moderate to severe earthquakes. Nonlinear dynamic analysis necessitates site-specific ground motion research (Time history analysis). The pushover analysis approach may be used to evaluate the seismic or lateral stresses and deformation YMER || ISSN : 0044-0477 VOLUME 21 : ISSUE 8 (Aug) - 2022 http://ymerdigital.com Page No:390