Abstract :

Earthquake Is The Natural Calamity, It Produce Strong Ground Motions Which Affect The Structure. Small Or Weak Motions, That Can Or Cannot Be Felt By The Humans. Shear Walls Are Installed To Enhance The Lateral Stiffness, Ductility, Minimum Lateral Displacements And Safety Of The Structure. Storey Drift And Lateral Displacements Are The Critical Issues In Seismic Design Of Buildings. Different Types Of Frame Models Are Developed And Evaluated By Time History Analysis And Response Spectrum Analysis By ETABS Software. Shear Walls Are RC Walls That Are Projected Along The Structure From Base. Shear Walls Reduce The Storey Displacement When Seismic Forces Counter The Building. Since, The Structure May Not Have Aesthetic Appearance If The Structure Is Closed With Shear Wall Along The Building So Shear Wall Is Proved In Side Of The Building. For Low Rise Buildings, Bracings May Not Be Suitable. In The Current Study The Shear Walls With Corner, Shear Walls With Center, Shear Walls At Alternative 1 And Shear Walls At Alternative 2 Are Provided For G+11 Storey Regular Building And Irregular Model And The Comparison Made Without Shear Wall Buildings. These 10 Models Are Analyzed Using Response Spectrum Analysis Method For Zone V. The Results Like Storey Drift, Storey Shear, Storey Bending, Torsion, Time Period, Frequency, Storey Stiffness Values Are Studied To Know The Most Effective Model. Key Words: Shear Walls, Lateral Displacement, Storey Drift, Storey Shear, Storey Bending, Response Spectrum, Time History

Published:

16-8-2025

Issue:

Vol. 25 No. 8 (2025)

Page Nos:

193 - 199

Section:

Articles

License:

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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