Response Spectrum Analysis of Bare Frame & X-Bracing System on R.C. Building using ETABS

Authors

  • Hatim Attarwala Student, Civil Engineering Department, Vadodara Institute of Engineering
  • Ibrahim Madari Student, Civil Engineering Department, Vadodara Institute of Engineering
  • Rahul Makwana Student , Civil Engineering Department, Vadodara Institute of Engineering
  • Prof. Grishma Patel Assist. Prof., Civil Engineering Department, Vadodara Institute of Engineering.

Keywords:

Base Shear, Displacement, Drift, Response Spectrum method, Seismic Analysis

Abstract

In seismic design of RCC building, Bracings act as the major earthquake resisting member. Bracing system is
a great potential for lateral load resistant. The properties of this bracing dominate the response of the building and
therefore it is important to evaluate to seismic response. In this, present G+10 storied RCC structure is taken for
earthquake analysis. Two types of structure Bare frame & X-braced frame are considered for the study. Response
Spectrum Analysis is carried out using ETABS software. The parameters considered for the analysis are Base shear, Story
drift & Story displacement

Downloads

Published

2022-08-23

Issue

Vol. 5 No. 15 (2018): NANO-2018 (Conference of Nanotechnology & Applications In Civil Engineering)

Section

Articles

How to Cite

Response Spectrum Analysis of Bare Frame & X-Bracing System on R.C. Building using ETABS. (2022). International Journal of Advance Engineering and Research Development (IJAERD), 5(15), -. https://www.ijaerd.org/index.php/IJAERD/article/view/6408

Similar Articles

1-10 of 3262

You may also start an advanced similarity search for this article.