Comparative Analysis Of A Multi-Storey Tall Structure When It Is Braced With Shear Wall And Soft Storey At Different Levels By Performing Response Spectrum Analysis And Time History Analysis

Abstract

To understand the behaviour of a multi-storey reinforced concrete building when it is braced with shear wall with different location and soft storey at different levels. The routine of soft storey in seismic zones is incredibly crucial since soft storey structures is less rigid normally the soft storey is present at the bottom level moreover if the things is not engaged into concern it can cause the construction of building to be generally get affected by quake. By performing time history analysis as well as response spectrum analysis we will get to know the maximum response of an fundamentally elastic structures and also by measuring acceleration velocity or displacement as a function of structural period for a given time history and level of damping. The main idea of this project is to find out the good structural frame with soft storey and shear wall by comparing the results of time history as well as RSA to resist under diverse earthquake zone.