Vibrations of a taut cable with an external damper

Journal of Applied Mechanics, Transactions ASME

Volumn 67, Issue 4, 2000, Pages 772-776

  Krenk, S ^a  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0001264543     PISSN: 00218936     EISSN: 15289036     Source Type: Journal    
DOI: 10.1115/1.1322037     Document Type: Article

References (12)

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3. Yamaguchi, H., and Fujino, Y., 1998, “Stayed Cable Dynamics and Its Vibration Control,” Bridge Aerodynamics, A. Larsen and S. Esdahl, eds., Balkma, Rotterdam, pp. 235-253.
4. Yamaguchi, H., and Jayawardena, L., 1992, “Analytical Estimation of Structural Damping in Cable Structures,” Journal of Wind Engineering and Industrial Aerodynamics, 43, pp. 1961-1972.
5. Gimsing, N. J., 1997, Cable Supported Bridges, 2nd Ed., Wiley, Chichester
6. Kovacs, I., 1982, “Zur Frage der Seilschwigungen und der Seildampfung,” Die Bautechnik, 59, No. 10, pp. 325-332.
7. Pacheco, B. N., Fujino, Y., and Sulekh, A., 1993, “Estimation Curve for Modal Damping in Stay Cables With Viscous Damper,” J. Struct. Eng., 119, pp. 1961-1979.
8. Baker, G. A., Johnson, E. A., Spencer, B. F., and Fujino, Y. 1999, “Modeling and Semiactive Damping of Stay Cables,” 13’th ASCE Engineering Mechanics Division Conference, Johns Hopkins University, Baltimore MD, June 1316.
9. Singh, R., Lyons, W. M., and Prater, G., 1989, “Complex Eigensolution for Longitudinally Vibrating Bars With a Viscously Damped Boundary,” J. Sound Vib., 133, pp. 364-367.
10. Hull, A. J., 1994, “A Closed Form Solution of a Longitudinal Bar With a Viscous Boundary Layer,” J. Sound Vib., 169, pp. 19-28.
11. Oliveto, G., Santini, A., and Tripodi, E., 1997, “Complex Modal Analysis of a Flexural Vibrating Beam With Viscous End Conditions,” J. Sound Vib., 200, pp. 327-345.
12. Yang, B., and Wu, X., 1997, “Transient Response of One-Dimensional Distributed Systems: A Closed Form Eigenfunction Expansion Realization,” J. Sound Vib., 208, pp. 763-776. UK.