AERODYNAMIC MODIFICATION OF MEGA FRAME STRUCTURE WITH VARIOUS TAPERING RATIO

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MRS.P.SAI LEELA; Mohammed Parvez Affani; Mohammed Omer Farooq

AERODYNAMIC MODIFICATION OF MEGA FRAME STRUCTURE WITH VARIOUS TAPERING RATIO

Authors: MRS.P.SAI LEELA, Mohammed Parvez Affani, Mohammed Omer Farooq

Unique Paper ID: 171397
Volume: 11
Issue: 8
PageNo: 122-128

Keywords: dynamic wind analysis tapering along height mega column with frame system.

Abstract:
One of the most important factors that influence the responses of tall buildings is wind force acting on it. The gradient of wind profile goes on increasing with respect to height of the building. The present work aims to demonstrate the dynamic wind Response of structures positioned on the (G+50) low tall structure (G+75) tall structure and (G+100) very tall structure. In order to maximize their capacity to resist wind load outriggers and tapering along height are used from 0, 5, 10, 15 and 20 tapering ratio. It is studied using dynamic wind analysis considered Vb= 44 m/s constructed for gravity and wind using IS 875-2015. Moreover, it will be analyzed with Etabs 2021 tools. In the analysis, Story's Displacement, Story's Drift, Base Shear and the time Period of the Structure were analyzed and contrasted with others.

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Cite This Article

ISSN: 2349-6002
Volume: 11
Issue: 8
PageNo: 122-128

AERODYNAMIC MODIFICATION OF MEGA FRAME STRUCTURE WITH VARIOUS TAPERING RATIO

Available:https://ijirt.org/article?manuscript=171397

Impact Factor
8.01 (Year 2024)

UGC Approved
Journal no 47859

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