Citation

Zerdi TA, Jamal M, Ali MT, Aejaz MSA. Glob. J. Res. Anal. 2016; 5(5): 129-132.

Copyright

(Copyright © 2016, Worldwide Journals)

DOI

10.15373/22778160/May2016/33

PMID

unavailable

Abstract

In present scenario, most of the buildings are often constructed with irregularities such as torsional irregularities, unsymmetrical layouts and plan irregularities etc. Reinforced concrete multi storeyed building are subjected to most dangerous earthquakes it was found that main reason for failure of RC building is irregularity in its plan dimensions and its lateral forces resisting system. In this research, linear static and linear dynamic analysis has been used to evaluate the seismic performance of 2 buildings with similarity in its area, height but differs in plan. Analysis is done by taking (g+20) storey buildings by linear static and response spectrum method using ETABS and is code 1893 -2002 part 1. The analysed model is in zone II and their soil condition is medium.

Language: en