Study on Analysis of G+10 Building with Shear Wall Using ETABS

Author:

Mohammed Abdul Razzak Ghori 1,Chandrakant 1

Affiliation:

1. Sharnbasava University, Kalaburagi, Karnataka, India

Abstract

Shear wall is a structural member designed to counteract the lateral forces acting on a structure. These walls are more important in seismically active zones when shear forces on the structure increases due to earthquakes. Shear walls have more strength, stiffness and resist in-plane loads that are applied along its height. Buildings with shear walls which are properly designed and detailed have shown very good performance in past earthquakes. Various research studies have been conducted on the design of shear wall and its performance to seismic forces. This study used analytical software called E-TABS to provide a full perspective of the equivalent static technique and a high-rise building's reaction spectrum analysis with same model, in different zones. Using software to do the study has been beneficial. The structure has a medium soil type and is approximately G+10 stories tall.

Publisher

Naksh Solutions

Subject

General Medicine

Reference11 articles.

1. Farjana Khanam, Anik Das And Sharmin Reza Chowdhury “Effective Location Of Shear Wall On Performance Of Building Frame Subjected To Lateral Loading” IJAMC, ISSN: 2394-2827 Volume-4, Issue-6

2. Krishna G S And Chaithra S “Nonlinear Analysis Of Frame Shear Wall Building With Different Opening Configurations” (IJERT) ISSN: 2278-0181 Vol. 6 Issue 05,

3. Kollipara V G Manikanta Sreeram, Rajendra Prasad Singh and Sripathi Siva Bhanu Sai Kumar “Effective Location Of Shear Walls And Bracings For Multistoried Building” (IRJET) E-issn: 2395 -0056 Volume: 04 Issue: 01

4. Nitin Choudhary And Prof. Mahendra Wadia “Pushover Analysis Of R.C. Frame Building With Shear Wall” (IJMCE) E-issn: 2278-1684, Volume 11, Issue 2

5. Saleem Malik Yarnal, Sagar S Allagi, Prashant M Topalakattiand Arif Ahmed Mulla. “Non-Linear Analysis of Asymmetric Shear Wall with Openings” (IJERT) ISSN: 2278-0181 Vol. 4 Issue 08,

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