Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range-Reference-Cited by-同舟云学术

Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range

Published:2012-11 Issue: Volume:110 Page:100-112
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Jakobsen J.B.,Andersen T.L.,Macdonald J.H.G.,Nikitas N.,Larose G.L.,Savage M.G.,McAuliffe B.R.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference24 articles.

1. Caetano, Elsa de Sá., 2007. Cable Vibrations in Cable-Stayed Bridges. International Association for Bridge and Structural Engineering IABSE. Structural Engineering Document 9.

2. Aerodynamic behaviour of an inclined circular cylinder;Cheng;Wind and Structures,2003

3. Experimental study on the wind-induced vibration of a dry inclined cable—part I: phenomena;Cheng;Journal of Wind Engineering and Industrial Aerodynamics,2008

4. Cincotta, T.T., Jones, G.W., Walker, W.W., 1966. Experimental Investigation of Wind Induced Effects on Cylinders in Two Dimensional Flow at High Reynolds Numbers. NASA TMX 57779. Paper 20.1–20.35.

5. Federal Highway Administration, 2007. Wind-Induced Vibrations of Stay Cables. Publication No. FHWA-HRT-05-083. US Department of Transportation. MacLean, VA.

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