Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal area

When wind hits a high-rise building, it has a big impact. Due to a lack of available land and an increase in population, the demand for high-rise buildings is growing daily. This necessitates the design of high-rise buildings with an effective wind load. Utilizing pressure and force coefficients, wi...

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Main Authors: Devesh Kasana, Dhawal Tayal, Dhruv Choudhary, Ritu Raj, Rahul Kumar Meena, S. Anbukumar
Format: Article
Language:English
Published: Elsevier 2022-12-01
Series:Forces in Mechanics
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2666359722000634
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author Devesh Kasana
Dhawal Tayal
Dhruv Choudhary
Ritu Raj
Rahul Kumar Meena
S. Anbukumar
author_facet Devesh Kasana
Dhawal Tayal
Dhruv Choudhary
Ritu Raj
Rahul Kumar Meena
S. Anbukumar
author_sort Devesh Kasana
collection DOAJ
description When wind hits a high-rise building, it has a big impact. Due to a lack of available land and an increase in population, the demand for high-rise buildings is growing daily. This necessitates the design of high-rise buildings with an effective wind load. Utilizing pressure and force coefficients, wind loads are calculated. There are numerous international standards that provide the coefficients for common regular shapes. However, in an expanding and competitive world, the architect seeks out complicated and unique building shapes that are aesthetically pleasing and able to endure wind loads that are applied to buildings. Our research focuses on determining how wind affects high-rise structures of seven different regular shapes that have the same base area and height. The ANSYS CFX for Computation Fluid Dynamics studies is used to compute the wind pressure on each face of building models. Scaled at 1:350, each building is represented as a model. For each face, the mean pressure coefficient CP is determined. Additionally, the wind flow pattern is also established using ANSYS CFX. Due to the direct head-on impact, pressure contours indicated positive pressure on the front or windward face. Faces turned sideways and backward displayed suction or negative pressure. On the reverse face, vortices were seen. According to the vertical flow pattern, the wind was blowing in two different directions: upward to a height of one-third of the building model from the top and downward to a height of two-thirds of the building model from the bottom.
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spelling doaj.art-b75f3fad89dc4568be5651ad48f598012022-12-22T03:40:44ZengElsevierForces in Mechanics2666-35972022-12-019100134Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal areaDevesh Kasana0Dhawal Tayal1Dhruv Choudhary2Ritu Raj3Rahul Kumar Meena4S. Anbukumar5Department of Civil Engineering, Delhi Technological University, Delhi, IndiaDepartment of Civil Engineering, Delhi Technological University, Delhi, IndiaDepartment of Civil Engineering, Delhi Technological University, Delhi, IndiaAssistant Professor, Department of Civil Engineering, Delhi Technological University, Delhi, IndiaDepartment of Civil Engineering, Delhi Technological University, Delhi, India; Corresponding author.Professor, Department of Civil Engineering, Delhi Technological University, Delhi, IndiaWhen wind hits a high-rise building, it has a big impact. Due to a lack of available land and an increase in population, the demand for high-rise buildings is growing daily. This necessitates the design of high-rise buildings with an effective wind load. Utilizing pressure and force coefficients, wind loads are calculated. There are numerous international standards that provide the coefficients for common regular shapes. However, in an expanding and competitive world, the architect seeks out complicated and unique building shapes that are aesthetically pleasing and able to endure wind loads that are applied to buildings. Our research focuses on determining how wind affects high-rise structures of seven different regular shapes that have the same base area and height. The ANSYS CFX for Computation Fluid Dynamics studies is used to compute the wind pressure on each face of building models. Scaled at 1:350, each building is represented as a model. For each face, the mean pressure coefficient CP is determined. Additionally, the wind flow pattern is also established using ANSYS CFX. Due to the direct head-on impact, pressure contours indicated positive pressure on the front or windward face. Faces turned sideways and backward displayed suction or negative pressure. On the reverse face, vortices were seen. According to the vertical flow pattern, the wind was blowing in two different directions: upward to a height of one-third of the building model from the top and downward to a height of two-thirds of the building model from the bottom.http://www.sciencedirect.com/science/article/pii/S2666359722000634High rise buildingComputation fluid dynamics(CFD)ANSYS CFXMean pressure coefficient CPPressure contours
spellingShingle Devesh Kasana
Dhawal Tayal
Dhruv Choudhary
Ritu Raj
Rahul Kumar Meena
S. Anbukumar
Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal area
Forces in Mechanics
High rise building
Computation fluid dynamics(CFD)
ANSYS CFX
Mean pressure coefficient CP
Pressure contours
title Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal area
title_full Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal area
title_fullStr Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal area
title_full_unstemmed Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal area
title_short Evaluation of aerodynamic effects on a tall building with various cross-section shapes having equal area
title_sort evaluation of aerodynamic effects on a tall building with various cross section shapes having equal area
topic High rise building
Computation fluid dynamics(CFD)
ANSYS CFX
Mean pressure coefficient CP
Pressure contours
url http://www.sciencedirect.com/science/article/pii/S2666359722000634
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AT rituraj evaluationofaerodynamiceffectsonatallbuildingwithvariouscrosssectionshapeshavingequalarea
AT rahulkumarmeena evaluationofaerodynamiceffectsonatallbuildingwithvariouscrosssectionshapeshavingequalarea
AT sanbukumar evaluationofaerodynamiceffectsonatallbuildingwithvariouscrosssectionshapeshavingequalarea