Abstract
The results of a wind-tunnel study of the aerodynamic response and stability of a cable-stayed bridge deck are presented. A bridge section model was employed in smooth flow and the effects of relaxing the Froude number similarity and modifying the bridge geometry by the removal of traffic barriers were investigated. It was verified that the Froude number similarity can be relaxed. The results showed that the bridge deck was unstable in torsion. Removal of the traffic barriers resulted in improved bridge deck aerodynamic behavior, i.e. an increase in the critical wind speed for torsional flutter and a decrease in the vortex-induced response.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Journal of Wind Engineering & Industrial Aerodynamics
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
