Abstract :

In Modern Era, Construction Of High-rise Buildings Is Rapidly Increasing Throughout The World. Due To Decrease Of Available Free Land And Due To Wide Spread Urban Area, The Architects And The Engineers Have Started Developing Cities Vertically. Recently, The Dia Grid Structural System Has Been Widely Used For Tall Buildings Due To Structural Efficiency And Aesthetic Potential Provided By Triangulation Of The System. Compared To The Conventional Frame Buildings Having Exterior Vertical Column, Dia Grid Structure Resists The Lateral Loads More Efficiently Due To Presence Of Inclined Columns. In Dia Grid System The Lateral Loads Are Resisted By The Axial Action Of The Inclined Columns That Are Placed At The Exterior Periphery Of The Buildings. Seismic Isolation And Energy Dissipating Systems Present An Effective Way To Common Seismic Design For Improving The Seismic Performance Of Structures. These Techniques Reduce The Seismic Forces By Changing The Stiffness And Damping In The Structures, Whereas Conventional Seismic Design Is Required For An Additional Strength And Ductility To Resist Seismic Forces. In The Present Study A 21 Storied Dia Grid Building Is Analyzed With In Different Seismic Zones By Using ETABS Software . The Results Like Story Drift, Story Shear, Story Bending, Time Period, Model Stiffness Are Compared For Different Seismic Zones As Response Spectrum Analysis. Key Words: Dia Grid, ETABS, Seismic Isolation, Story Drift, Story Shear, Story Bending, Time Period, Model Stiffness.

Published:

12-8-2025

Issue:

Vol. 25 No. 8 (2025)

Page Nos:

52-57

Section:

Articles

License:

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

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