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REPORT
This report is an archived publication and may contain dated technical, contact, and link information
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Publication Number:  FHWA-HRT-14-070    Date:  September 2014
Publication Number: FHWA-HRT-14-070
Date: September 2014

 

Wind Tunnel Investigations of An Inclined Stay Cable With A Helical Fillet

REFERENCES

  1. Post-Tensioning Institute. (2012). Recommendations for Stay Cable Design, Testing, and Installation, Sixth Edition, Post-Tensioning Institute, Farmington Hills, MI.

  2. Flamand, O. and Gandemer, J. (1992). Effet Combiné du Vent et de la Pluie Sur Les Haubans du Pont de Normandie, No. EN-SC 92.31C, Centre Scientifique et Technique du Bâtiment, Nantes, France.

  3. Larose, G. and Smitt, L. (1999).“Rain/Wind Induced Vibrations of the Parallel Stay Cables for the Oresund High Bridge,” Proceedings of the IABSE Conference, Cable-Stayed Bridges, Malmö, Sweden.

  4. Cheng, S., Larose, G., Savage, M., and Tanaka, H. (2003). “Aerodynamic Behaviour of an Inclined Circular Cylinder,” Journal of Wind and Structures, 6(3), 197–208.

  5. Kumarasena, S., Jones, N., Irwin, P. and Taylor, P. (2007). Wind-Induced Vibration of Stay Cables, Report No. FHWA-HRT-05-083, Federal Highway Administration, McLean, VA.

  6. Andersen, T., Jakobsen, J., Macdonald, J., Nikitas, N., Larose, G., Savage, M., and McAuliffe, B. (2009). “Drag-Crisis Response of an Elastic Cable-Model,” Proceedings of 8th International Symposium on Cable Dynamics, 341–348, Paris, France.

  7. Andersen, T. (2010). Wind Load on Inclined Circular Cylinder in Drag Crisis, Ph.D. Thesis, University of Stavanger, Stavanger, Norway.

  8. Flamand, O. and Boujard, O. (2009). “A Comparison Between Dry Cable Galloping and Rain-Wind Induced Vibrations,” Proceedings of 5th European African Conference On Wind Engineering, 485–488, Florence, Italy.

  9. Cheng, S., Irwin, P., Jakobsen, J., Lankin, J., Larose, G., Savage, M., Tanaka, H., and Zurell, C. (2003). “Aerodynamic Behaviour of Cables Against Skew Wind,” Proceedings of 11th International Conference on Wind Engineering, 301–308, Lubbock, TX.

  10. Nikitas, N., Macdonald, J., Andersen, T., Jakobsen, J., Savage, M., and McAuliffe, B. (2009). “Wind Tunnel Testing of an Inclined Aeroelastic Cable Model—Pressure and Motion Characteristics, Part I,” Proceedings of 5th European African Conference On Wind Engineering, Florence, Italy.

  11. Jakobsen, J., Andersen, T., Macdonald, J., Nikitas, N., Savage, M., and McAuliffe, B. (2009). “Wind Tunnel Testing of an Inclined Aeroelastic Cable Model—Pressure and Motion Characteristics, Part II,” Proceedings of 5th European African Conference On Wind Engineering, Florence, Italy.

  12. Larose, G., Savage, M., and Jakobsen, J. (2003). “Wind Tunnel Experiments on an Inclined and Yawed Circular Cylinder in the Critical Reynolds Number Range,” Proceedings of 11th International Conference on Wind Engineering, 1705–1712, Lubbock, TX.

  13. Macdonald, J. and Larose, G. (2006). “A Unified Approach to Aerodynamic Damping and Drag/Lift Instabilities, and its Application to Dry Inclined Cable Galloping,” Journal of Fluids and Structures, 22(2), 229–252.

 

 

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