The association of bushfires with wind has long been recognised, but the mechanism of this interaction has not received due attention. In the current study, a computational fluid dynamics approach was used to reveal the impact of fire-enhanced wind on low-rise building structures. This paper presents the results of a numerical study on bushfire, wind and structure interactions. The fire-enhanced wind was found to significantly distort the wind velocity profile and enhance turbulence properties, and alter the pressure coefficient distributions around a simple building structure represented by a 6 m cube. In particular, the simulated results revealed a significant increase in windward wall pressure coefficient due to the presence of a fire source upstream compared to that without fire. These findings are expected to have a significant impact on the development of improved design practice for the protection of buildings from fire-induced wind storms.
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December 2012
Editors
Research Article|
December 01 2012
Bushfire-enhanced wind load on structures Available to Purchase
Kenny Kwok, PhD, FIEAust, FHKIE;
Kenny Kwok, PhD, FIEAust, FHKIE
Professor of Engineering
Institute for Infrastructure Engineering, University of Western Sydney, Penrith, Australia
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Yaping He, MEngSci, PhD;
Yaping He, MEngSci, PhD
Senior Lecturer
School of Computing, Engineering and Mathematics, University of Western Sydney, Penrith, Australia
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Grahame Douglas, BAppSc, MEnvStud, GradDip Pub Sector Mgt, GradDip Exec Leadership, GradDip Bushfire Protection
Grahame Douglas, BAppSc, MEnvStud, GradDip Pub Sector Mgt, GradDip Exec Leadership, GradDip Bushfire Protection
Senior Lecturer
School of Computing, Engineering and Mathematics, University of Western Sydney, Penrith, Australia
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Publisher: Emerald Publishing
Revision Received:
July 05 2011
Accepted:
July 19 2012
Online ISSN: 1755-0785
Print ISSN: 1755-0777
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (2012) 165 (4): 253–263.
Article history
Revision Received:
July 05 2011
Accepted:
July 19 2012
Citation
Kwok K, He Y, Douglas G (2012), "Bushfire-enhanced wind load on structures". Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, Vol. 165 No. 4 pp. 253–263, doi: https://doi.org/10.1680/eacm.11.00022
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