Seismic Analysis of Hexagrid Structure on Sloping Ground

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Rukhsar S. Mujawar; H. S. Jadhav

Seismic Analysis of Hexagrid Structure on Sloping Ground

Authors: Rukhsar S. Mujawar, H. S. Jadhav

Unique Paper ID: 160850
Volume: 10
Issue: 1
PageNo: 1433-1437

Keywords: Lateral load hexagrid sloping ground story displacement story drift time period

Abstract:
High rise buildings are subjected to lateral loading such as earthquake or wind. Lateral load resisting system such as shear wall frame tube, diagrid, hexagrid, outrigger, etc., are being used according to load acting on it and type and height of the building. In this study, 26 story building with C and L type floor plan is considered for the analysis. Hexagrid system is provided around the periphery of the building. Earthquake parameters are considered as per IS 1893(Part I):2016. Modelling and analysis is done by using analysis and design software ETABS. For dynamic analysis response spectrum method is used. Analysis results are compared based on the story displacement, story drift base shear, overturning moment and time period.

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Cite This Article

ISSN: 2349-6002
Volume: 10
Issue: 1
PageNo: 1433-1437

Seismic Analysis of Hexagrid Structure on Sloping Ground

Available:https://ijirt.org/article?manuscript=160850

Impact Factor
8.01 (Year 2024)

UGC Approved
Journal no 47859

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