International Journal of Scientific Research in Engineering and Management (IJSREM) Volume: 08 Issue: 05 | May - 2024 SJIF Rating: 8.448 ISSN: 2582-3930 © 2024, IJSREM | www.ijsrem.com DOI: 10.55041/IJSREM32855 | Page 1 PUSHOVER ANALYSIS OF EARTHQUAKE RESISTANCE RCC STRUCTURE USING STAAD.PRO SOFTWARE PROF VIKAS P JADHAO (jadhaovikas@gmail.com) SHIVAM PANDEY, PRAGATI THAKUR, SHUBHAM KALE, SEJAL MORE, SACHIN SAKHALIKAR DEPARTMENT OF CIVIL ENGINEERING GOVERNMENT COLLEGE OF ENGINEERING, JALGAON (An Autonomous Institute of Govt. of Maharashtra) (2023-24) ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – RCC structure has become crucial to the construction industry in recent decades. A structure must be designed with strong seismic performance in mind. A multi-story reinforced concrete building's seismic performance is planned in compliance with the current Indian code (IS 456 -2000). The study of each structural members performance is conducted using nonlinear static analysis. This paper study about a popular method to ascertain the performance level of a building is through pushover analysis, which yields results that indicate whether collapse occurs at the member or structure level. Performance-based design is used to evaluate the performance level of buildings subjected to earthquakes. Various approaches in nonlinear static analysis were developed to study the performance of a building. This assessment has taken into account a non-existing solid Rcc structure that is assumed to be located in Zone IV, as defined by IS 1893:2000, a classification of seismic zones in India. During the entire inquiry, brick work infills have been considered to be non-structural individuals. Systems for inelastic static static study include the Secant Method, the Displacement Coefficient Method, and the Capacity Spectrum Method. Pushover Analysis, a non-direct static approach, was used to examine the structure's weak points, building on static testing. The structure was recreated in SeismoStruct Version 5.2.2 using M20 cement and Fe415 steel support, as predicted in STAAD Pro v8i. After that, the research is carried out for 150% of the predetermined objective displacing for the structure to track individual yielding and the sufficiency of the core quality. The degree of damage suffered by the structure during the objective displacing is thought to represent the damage the structure would experience under configuration level ground shaking. Key Words: Pushover analysis, RCC structure, Pushover curve, drift velocity, STAAD.PRO, Earthquake structure. 1.INTRODUCTION Any sort of seismic event that produces seismic waves, regardless of whether they be natural or human-caused, can be referred to as a tremor. Although breaks in geographical limitations are typically the source of tremors, other events such as volcanic movement, mining hits, avalanches, and atomic testing can also trigger tremors. An earthquake, sometimes known as a tremor, is caused by the sudden emergence of life in the outermost layer of the Earth, which generates seismic waves. The seismicity of a region is determined by the frequency, kind, and magnitude of earthquakes that occur there over time. Seismometer measurements are used to quantify earthquakes. Several structures with fundamental structural components fail to meet current earthquake requirements and sustain significant damage during an earthquake. The Jalgaon structures were designed by essential. Many buildings have a fundamental construction but don't satisfy the current earthquake requirements, therefore they sustain significant damage in an earthquake. The reason the structures at Jalgaon were designed using essential auxiliary framework is that, according to the Earthquake Zoning Map of IS: 1893-2002, Jalgaon is located in Zone III of the Seismic Zone Map of 2002, meaning it is the location least likely to experience earth tremors. The structure under investigation is a four-