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  5. Wind-Induced Phenomena in Long-Span Cable-Supported Bridges: A Comparative Review of Wind Tunnel Tests and Computational Fluid Dynamics Modelling
 
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Wind-Induced Phenomena in Long-Span Cable-Supported Bridges: A Comparative Review of Wind Tunnel Tests and Computational Fluid Dynamics Modelling

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Author(s)
Zhang, Yuxiang 
Cardiff, Philip 
Keenahan, Jennifer 
Uri
http://hdl.handle.net/10197/13157
Date Issued
11 February 2021
Date Available
29T09:52:48Z September 2022
Abstract
Engineers, architects, planners and designers must carefully consider the effects of wind in their work. Due to their slender and flexible nature, long-span bridges can often experience vibrations due to the wind, and so the careful analysis of wind effects is paramount. Traditionally, wind tunnel tests have been the preferred method of conducting bridge wind analysis. In recent times, owing to improved computational power, computational fluid dynamics simulations are coming to the fore as viable means of analysing wind effects on bridges. The focus of this paper is on long-span cable-supported bridges. Wind issues in long-span cable-supported bridges can include flutter, vortex-induced vibrations and rain–wind-induced vibrations. This paper presents a state-of-the-art review of research on the use of wind tunnel tests and computational fluid dynamics modelling of these wind issues on long-span bridges.
Sponsorship
University College Dublin
Other Sponsorship
China Scholarship Council
Type of Material
Journal Article
Publisher
MDPI
Journal
Applied Sciences
Volume
11
Issue
4
Copyright (Published Version)
2021 the Authors
Keywords
  • Long-span bridges

  • Cable-supported bridg...

  • Aerodynamics

  • Wind tunnel test

  • Computational fluid d...

  • Flutter

DOI
10.3390/app11041642
Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by/3.0/ie/
Owning collection
Civil Engineering Research Collection
Scopus© citations
4
Acquisition Date
Jan 29, 2023
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280
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