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Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations

 
REPORT
This report is an archived publication and may contain dated technical, contact, and link information
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Publication Number:  FHWA-HRT-14-067    Date:  September 2014
Publication Number: FHWA-HRT-14-067
Date: September 2014

 

Dynamic Properties of Stay Cables on The Penobscot Narrows Bridge

REFERENCES

  1. Bosch, H.R., "Rain/Wind Induced Vibration of Bridge Cables in the United States," Proceedings of Thirty-Second USA-Japan Conference on Wind and Seismic Effects, Gaithersburg, MD, 2000.
  2. Graff, K.F., Wave Motion in Elastic Solids, Oxford University Press, United Kingdom, 1975.
  3. Craig Jr., R., Structural Dynamics, John Wiley & Sons, New York, NY, 1981.
  4. American Society of Civil Engineers, Bridging to the Future of Engineering, Press Release, March 12, 2007. Retrieved August 25, 2009 from http://www.asce.org/pressroom/news/display_press.cfm?uid=3272.
  5. Milton, J., and Arnold, J., Introduction to Probability and Statistics, McGraw Hill, New York, NY, 2003.
  6. Simiu, E., and Scanlan, R.H., Wind Effects on Structures, 3rd Ed., John Wiley & Sons, New York, NY, 1996.
  7. Irwin, P.A., "Wind Vibrations of Cables on Cable-Stayed Bridges," Proceedings of ASCE Structures Congress, 1997, pp. 383—387.
  8. Post-Tensioning Institute, PTI DC45.1-12: Recommendations for Stay Cable Design, Testing, and Installation, Sixth Edition, 2012.
  9. Kumarasena, S., Jones, N.P., Irwin, P., and Taylor, P., Wind-Induced Vibration of Stay Cables, Report Number FHWA-HRT-05-083, Federal Highway Administration, McLean, VA, 2007.
  10. Macdonald, J., "Separation of the Contributions of Aerodynamic and Structural Damping in Vibrations of Inclined Cables," Journal of Wind Engineering and Industrial Aerodynamics, Vol. 90, 2002, pp. 19—39.

 

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