MODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE
Wind load is often defined as a static uniform distributed load in the design code, especially on small structures such as billboard, pedestrian cross bridge, etc. However, as a fluid, wind can deform from a laminar flow to a turbulence flow or it can also be amplified if there is enough disturbance...
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id-itb.:509992020-09-25T22:24:03ZMODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE Sanjaya, Yongky Indonesia Theses high-rise building, wind flow, wind tunnel, PIV, CFD, OpenFOAM, RANS INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/50999 Wind load is often defined as a static uniform distributed load in the design code, especially on small structures such as billboard, pedestrian cross bridge, etc. However, as a fluid, wind can deform from a laminar flow to a turbulence flow or it can also be amplified if there is enough disturbance around the object. If these small structures were not designed for a dynamic load or the corrected amplified load, it could collapse. This study aims to investigate the effect of street canyon width towards wind flow by observing a simplified model of 4 symmetrical high-rise buildings with changing street canyon width. The numerical model uses CFD with RANS in OpenFOAM v1912 which is validated with experimental results using a low wind speed wind tunnel and Particle Image Velocimetry (PIV).Some experiments have been performed in BBTA3 using a model with 1:420 scale, there are 2 models with different street canyon width. The result showed there is an increment of the mean wind speed about 5.92-20.20%. text |
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Wind load is often defined as a static uniform distributed load in the design code, especially on small structures such as billboard, pedestrian cross bridge, etc. However, as a fluid, wind can deform from a laminar flow to a turbulence flow or it can also be amplified if there is enough disturbance around the object. If these small structures were not designed for a dynamic load or the corrected amplified load, it could collapse. This study aims to investigate the effect of street canyon width towards wind flow by observing a simplified model of 4 symmetrical high-rise buildings with changing street canyon width. The numerical model uses CFD with RANS in OpenFOAM v1912 which is validated with experimental results using a low wind speed wind tunnel and Particle Image Velocimetry (PIV).Some experiments have been performed in BBTA3 using a model with 1:420 scale, there are 2 models with different street canyon width. The result showed there is an increment of the mean wind speed about 5.92-20.20%. |
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Theses |
author |
Sanjaya, Yongky |
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Sanjaya, Yongky MODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE |
author_facet |
Sanjaya, Yongky |
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Sanjaya, Yongky |
title |
MODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE |
title_short |
MODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE |
title_full |
MODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE |
title_fullStr |
MODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE |
title_full_unstemmed |
MODELLING OF FLUID FLOW AROUND HIGH-RISE BUILDINGS BY USING RANS METHOD IN OPENFOAM SOFTWARE |
title_sort |
modelling of fluid flow around high-rise buildings by using rans method in openfoam software |
url |
https://digilib.itb.ac.id/gdl/view/50999 |
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