Control of Wind-Induced Self-Excited Oscillations by Transfer of Internal Energy to Higher Modes of Vibration. II: Application to Taut Cables
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Engineering Mechanics
Volume 129, Issue 5
Abstract
In Part I of this paper, a theoretical basis is presented using a two-degrees-of-freedom model. In this second part of the study, the passive control and the two types of semiactive controls introduced in Part I are examined numerically for a taut cable experiencing wind-induced galloping motion. The passive and the semiactive control schemes for taut cables show a good similarity with the results obtained for the two-degrees-of-freedom model. The potential of using these control schemes in practical applications to flexible structures is demonstrated.
Get full access to this article
View all available purchase options and get full access to this article.
References
Desai, Y. P., Shah, A. H., and Popplewell, N.(1993). “Three-degree-of-freedom model for galloping. Part I: Formulation.” J. Eng. Mech., 119(12), 2404–2425.
Fujino, Y., Warnitchai, P., and Pacheco, B. M.(1993a). “Active stiffness control of cable vibration.” J. Appl. Mech., 60, 948–953.
Fujino, Y., Warnitchai, P., and Pacheco, B.(1993b). “An experimental and analytical study of auto-parametric resonance in a 3DOF model of cable-stayed-beam.” J. Nonlinear Dyn., 4, 111–138.
Gimsing, N. J. (1998). Cable supported bridges, 2nd Ed., Wiley, New York.
Irvine, M. (1992). Cable structures, Dover, New York, 68–71, 103–104.
Johnson, E. A., Baker, G. A., Spencer, B. F., and Fujino, Y. (2003). “Semi-active damping of stay cables.” J. Eng. Mech., in press.
Luongo, A., and Piccardo, G.(1998). “Non-linear galloping of sagged cables in 1:2 internal resonance.” J. Sound Vib., 214(5), 915–940.
Miyata, T. (1991). Design considerations for wind effects on long span cable-stayed bridges, cable-stayed bridges, recent developments and their future, Elsevier Science, Amsterdam, 235–256.
Miyata, T., Yamada, H., Hojo, T., and Yamazaki, S. (1995). “On aerodynamically stable PE-stay-cables with decreased drag force by introduction of newly developed lumped surface roughness.” Proc., Int. Symp. on Cable Dynamics, Liège, Belgium, 481–488.
Novak, M.(1969). “Aeroelastic galloping of prismatic bodies.” J. Eng. Mech. Div., Am. Soc. Civ. Eng., 96(1), 115–142.
Parkinson, G. V., and Smith, J. D. (1964). “The square prism as an aeroelastic non-linear oscillator.” Quarterly journal of mechanics and applied mathematics, Oxford University Press, London, Vol. 17, Pt. 2, 225–239.
Wardlaw, R. L. (1991). “Cable supported bridges under wind action.” Cable stayed bridges, recent developments and their future, Elsevier Science, Amsterdam, 213–234.
Yamada, Y., Shiraishi, N., Toki, K., Matsumoto, M., Matsuhashi, K., Kitazawa, M., and Ishizai, H. (1991). “Earthquake-resistant and wind-resistant design of the Higashi-Kobe bridge.” Cable stayed bridges, recent developments and their future, Elsevier Science, Amsterdam, 397–416.
Yamaguchi, H., and Fujino, Y. (1998). “Stayed cable dynamics and its vibration control.” Bridge aerodynamics, A. Larsen and S. Esdahl, eds., Balkema, Rotterdam, The Netherlands, 235–253.
Information & Authors
Information
Published In
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Received: Sep 21, 2000
Accepted: Oct 3, 2002
Published online: Apr 15, 2003
Published in print: May 2003
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.