Abstract :

This Study Presents The Procedure For Seismic Performance Estimation Of High-rise Buildings Based On A Concept Of The Capacity Spectrum Method. In 3D Analytical Model Of Thirty Storied Buildings Have Been Generated Regular And Irregular Buildings Models And Analyzed Using Structural Analysis Tool SAP 2000. The Analytical Model Of The Building Includes All Important Components That Influence The Mass, Strength, Stiffness And Deformability Of The Structure. To Study The Effect Of Concrete Core Wall & Shear Wall At Different Positions During Earthquake, Seismic Analysis Using Both Linear Static, Linear Dynamic And Non-linear Static Procedure Has Been Performed. The Deflections At Each Storey Level Have Been Compared By Performing Time History Performed To Determine Capacity, Demand And Performance Level Of The Considered Building Models. In The Present Study A G+8 Building Is Considered By Using SAP2000 Software. The Models Namely Without Shear Walls, With Corner Shear Walls, With Center Shear Walls, Alternative Shear Walls Are Considered By Using Time History Analysis Method In Zone V Seismic Zone As Per IS 1893-2016 Code. The Results Like Storey Drift, Shear Force, Bending Moment, Torsion, Time Period And Frequency Values Are Compared With And Without Shear Wall Condition. Keywords: Shear Wall, Story Drift, Displacement, ETABS, High Rise Buildings.

Published:

01-4-2026

Issue:

Vol. 26 No. 4 (2026)

Page Nos:

66-70

Section:

Articles

License:

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

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