Abstract :

In A Developing Country Like India There Is A Scarcity Of Land Due To Urbanization And Industrialization, Which Led The Way For Construction Of High Rise Multi Storey Buildings On Hilly Regions. Buildings Constructed On Hilly Areas Are Different From The Buildings Constructed On Flat Grounds Because Of Their Irregularity And Unsymmetrical Structure In Vertical And Horizontal Plane. Also, These Buildings On Hilly Areas Are Much More Prone To Earthquake Forces. The Main Objective Of The Present Work Is To Study The Behavior Of The Buildings On Sloping Ground And Flat Ground.The Buildings Resting On Hill Areas Have To Be Configured Differently From Flat Ground. Hill Buildings Are Different From Those In Plains; They Are Very Irregular And Unsymmetrical In Horizontal And Vertical Planes, And Torsionally Coupled & Hence Susceptible To Sever Damage When Affected By Earthquake. In This Work An Attempt Has Been Made To Study The Behavior Of The Regular And Irregular Multi Story Building With Two Different Sloping Angles And The Comparison Was Made With The Flat Ground. By Considering Earth Quake Zone V. The Comparison Is Made For Flat Ground Building And Sloped Ground Building. The Models Are Prepared Using ETABS Structural Analysis Software. Analysis Is Done By Using Response Spectrum Analysis. The Results Of The Analysis I.e., Displacement, Moments, Storey Shear And Storey Drifts Are Tabulated And Studied. KEY WORDS: Irregularity, Sloping Ground, Sloping Angles, ETABS Software, Response Spectrum Analysis.

Published:

22-7-2025

Issue:

Vol. 25 No. 7 (2025)

Page Nos:

769 - 775

Section:

Articles

License:

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

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