Design and Analysis of a Building with and Without Shear Wall

Authors

  • Dr. Raghuveer Narsinga Assistant Professor & Assistant CEO, Department of Civil Engineering, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.
  • Bandaru Niharika U.G. Student, Department of Civil Engineering,, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.
  • Bonothu Praveen Kumar U.G. Student, Department of Civil Engineering,, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.
  • Banoth Suman U.G. Student, Department of Civil Engineering,, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.

Keywords:

Building With ,Without Shear Walls; Etabs Software

Abstract

The present study aims to investigate the effectiveness of reinforced concrete shear wall in the buildings subjected to seismic loads. The shear wall is an alternate structural form for resisting the earthquake forces. In this study, (Base+ G+9) building seismic analysis is carried out with and without shear wall by using response spectrum method as per IS: 1893-2002 (Part I). The analysis is carried out using ETABS finite element analysis software. It is concluded that, presence of shear wall in the structure decreases percentage of reinforcement in the columns and increases the lateral stiffness of the building, thus performing effectively in resisting lateral forces induced by an earthquake.

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Published

2024-12-04

How to Cite

Dr. Raghuveer Narsinga, Bandaru Niharika, Bonothu Praveen Kumar, & Banoth Suman. (2024). Design and Analysis of a Building with and Without Shear Wall. Erudite Journal of Engineering, Technology and Management Sciences, 4(3), 19–21. Retrieved from https://ejetms.com/index.php/ejetms/article/view/43

Issue

Vol. 4 No. 3 (2024): Volume 4 Issue 3 | September 2024

Section

Articles

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Copyright (c) 2024 Erudite Journal of Engineering, Technology and Management Sciences

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