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Publication Number:  FHWA-HRT-14-049    Date:  August 2014
Publication Number: FHWA-HRT-14-049
Date: August 2014


Mitigation of Wind-Induced Vibration of Stay Cables: Numerical Simulations and Evaluations


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  2. Bosch, H.R. (2000). "Rain/Wind-Induced Vibration of Bridge Cables in the United States," Proceedings of the 32nd Joint Meeting of the U.S.-Japan Panel on Wind and Seismic Effects, National Institute of Standards and Technology, Gaithersburg, MD.

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

  4. Graff, K.F. (1975). Wave Motion in Elastic Solids, Oxford University Press, United Kingdom.

  5. Zui H., Shinke, T., and Namita, Y. (1996). "Practical Formulas for Estimation of Cable Tension by Vibration Method," Journal of Structural Engineering, ASCE, 122(6), 651–656.

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  9. Caracoglia, L. and Jones, N.P. (2005). "In-Plane Dynamic Behavior of Cable Networks Part 1: Formulation and Basic Solutions," Journal of Sound and Vibration, Elsevier, 279, 969–991.

  10. Caracoglia, L. and Jones, N.P. (2005). "In-Plane Dynamic Behavior of Cable Networks Part 2: Prototype Prediction and Validation," Journal of Sound and Vibration, Elsevier, 279, 993–1014.

  11. Gimsing, N.J. (1983). Cable Supported Bridges: Concept and Design, Wiley, New York, NY.

  12. Caracoglia, L. and Jones, N.P. (2003). "Dynamics of Stay-Cable Systems and Cross-Tied Networks," Proceedings of the 5th International Symposium on Cable Dynamics, AIM, Santa Margherita, Italy, 437–444.

  13. Caracoglia, L. and Jones, N.P. (2004). "Selection of an Optimized Cable Network System Configuration," Proceedings of the 17th Engineering Mechanics Conference, CD-ROM, ASCE, University of Delaware, Newark, DE.

  14. Abdel-Ghaffar, A.M. and Khalifa, M.A. (1991). "Importance of Cable Vibration in Dynamics of Cable-Stayed Bridges," Journal of Engineering Mechanics, ASCE, 117, 2571–2589.

  15. Krenk, S. (2000). "Vibrations of a Taut Cable with External Damper," Journal of Applied Mechanics, ASME, 67(4), 772–776.

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