Structural Response of a Multi-Strand Stay Cable to Cyclic Bending Load-Reference-Cited by-同舟云学术

Structural Response of a Multi-Strand Stay Cable to Cyclic Bending Load

Published:2015-05 Issue:2 Volume:25 Page:141-150
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Winkler Jan¹,Georgakis Christos²,Fischer Gregor²,Wood Sharon³,Ghannoum Wassim³

Affiliation:

1. Struct. Eng., Atkins, Copenhagen, Denmark Contact:

2. Technical Univ. of Denmark, Lyngby, Denmark

3. University of Texas at Austin - Civil, Architectural and Environmental Eng., Austin, US

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686614X14043795570138

Reference11 articles.

1. Gimsing NJ, Georgakis CT. Cable Supported Bridges: Concept and Design, 3rd edn. John Wiley & Sons: Hoboken, NJ, 2012; 544–547.

2. Nair R, Macdonald J, Pucknell B. Structural management of Avonmouth Bridge. Proceedings of the 35th Annual Symposium of IABSE, London, 20–23 September 2011.

3. Rodríguez G, Olabarrieta CJ. Fatigue testing with transverse displacements in stay cable systems. Proceedings of the 3rd fib International Congress, Washington, DC, May 29-June 2 2010.

4. Siegert D, Brevet P. Fatigue of stay cables’ inside end fittings: High frequencies of wind-induced vibrations. International Organisation for the Study of the Endurance of Ropes (OIPEEC) Bulletin 89, Reading, UK, 2005; 43–51.

5. Jensen JL, Bitsch N, Laursen E. Fatigue risk assessment of hangers on Great Belt Bridge. Proceedings of the 7th ISCD, Vienna, 10–13 December 2007.

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