Vibrations of a Taut Cable With an External Damper

Author:

Krenk S.1

Affiliation:

1. Department of Structural Engineering and Materials, Technical University of Denmark, DK-2800 Lyngby, Denmark

Abstract

A solution is presented of the problem of vibrations of a taut cable equipped with a concentrated viscous damper. The solution is expressed in terms of damped complex-valued modes, leading to a transcendental equation for the complex eigenfrequencies. A simple iterative solution of the frequency equation for all complex eigenfrequencies is proposed. The damping ratio of the vibration modes, determined from the argument of the complex eigenfrequency, are typically determined to within one percent in two iterations. An accurate asymptotic approximation of the damping ratio of the lower modes is obtained. This formula permits explicit determination of the optimal location of the viscous damper, depending on its damping parameter. [S0021-8936(00)00404-9]

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference12 articles.

1. Irvine, H. M., 1981, Cable Structures, M.I.T. Press, Cambridge, MA.

2. Watson, S. C., and Stafford, D., 1988, “Cables in Trouble,” Civil Engineering ASCE, 58, No. 4, pp. 38–41.

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,

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