Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition

¹ Department of Mechanical Engineering, ABES Engineering College, Ghaziabad - 201009, UP, India
² Institute of Aeronautical Engineering, Dundigal, Hyderabad, India
³ Department of Information Science Engineering, New Horizon College of Engineering, Bangalore, India
⁴ Department of Computer Science of Engineering, Nagpur Institute of Technology, Nagpur, India
⁵ Lloyd Institute of Engineering & Technology, Knowledge Park II, Greater Noida, Uttar Pradesh 201306
⁶ Lloyd Institute of Management and Technology, Greater Noida, Uttar Pradesh, India - 201306
⁷ The Islamic university, Najaf, Iraq

^* Corresponding author: shaik_anjimoon@iare.ac.in

Abstract

In India’s seismically active region, the necessity for earthquake-resistant structures is highlighted by seismic waves that alter the motion of the earth. Response spectrum analysis combines modal responses via techniques including CQC, and ABS, taking into account a variety of response modes. This study compares earthquake loads using various soil types in Zone III and evaluates building performance during seismic events. The primary goal of the entire project is to analyse the seismic response of multistory buildings. Staad Pro Software does load calculations in order to analyse the entire structure. The outcomes turned out to be incredibly exact and precise. A G+7 and G+10 storey building was examined for every potential load combination (seismic, live, and dead loads) during my analysis and design process. The highly interactive and user-friendly user interface of Staad. Pro allows. Numerous factors that may impact earthquake ground movements and associated reaction spectra are included in analytical approaches for site response analysis. To ensure that assessments of earthquake ground motons at the site are reliable, it is crucial to look into how these parameters affect site reaction analysis. The parametric study presented in this work looks into how site factors affect ground motion during earthquakes. We calculated the response reduction of the common moment-resisting body case and the unique moment-resisting frame values Tall Construction’s seismic reaction using the Staad Pro programme.