Table of Contents Author Guidelines Submit a Manuscript
Shock and Vibration
Volume 2014, Article ID 937541, 10 pages
http://dx.doi.org/10.1155/2014/937541
Research Article

Numerical Study of the Active Tendon Control of a Cable-Stayed Bridge in a Construction Phase

1Applied Mechanics and Systems Research Laboratory (AMSRL), Tunisia Polytechnic School, University of Carthage, 2078 La Marsa, Tunisia
2Higher Institute of Applied Sciences and Technologies of Sousse, University of Sousse, Taffala, Ibn Khaldoun, 4003 Sousse, Tunisia

Received 5 July 2012; Accepted 2 March 2013; Published 9 April 2014

Academic Editor: Sami El-Borgi

Copyright © 2014 M. H. El Ouni and N. Ben Kahla. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. H. M. Ali and A. M. Abdel-Ghaffar, “Seismic energy dissipation for cable-stayed bridges using passive devices,” Earthquake Engineering and Structural Dynamics, vol. 23, no. 8, pp. 877–893, 1994. View at Google Scholar · View at Scopus
  2. M. Abdel-Rohman and H. Askar, “Control by passive TMD of wind-induced nonlinear vibrations in cable stayed bridges,” Journal of Vibration and Control, vol. 2, no. 2, pp. 251–267, 1996. View at Google Scholar · View at Scopus
  3. F. Casciati, G. P. Cimellaro, and M. Domaneschi, “Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices,” Computers and Structures, vol. 86, no. 17-18, pp. 1769–1781, 2008. View at Publisher · View at Google Scholar · View at Scopus
  4. A. M. Sharabash and B. O. Andrawes, “Application of shape memory alloy dampers in the seismic control of cable-stayed bridges,” Engineering Structures, vol. 31, no. 2, pp. 607–616, 2009. View at Publisher · View at Google Scholar · View at Scopus
  5. W. L. He, A. K. Agrawal, and K. Mahmoud, “Control of seismically excited cable-stayed bridge using resetting semiactive stiffness dampers,” Journal of Bridge Engineering, vol. 6, no. 6, pp. 376–384, 2001. View at Publisher · View at Google Scholar · View at Scopus
  6. H. Iemura and M. H. Pradono, “Passive and semi-active response control of a cable-stayed bridge,” Earthquake Engineering and Structural Dynamics, vol. 9, pp. 189–204, 2002. View at Publisher · View at Google Scholar · View at Scopus
  7. J. M. Caicedo, S. J. Dyke, S. J. Moon, L. A. Bergman, G. Turan, and S. Hague, “Phase II benchmark control problem for seismic response of cable-stayed bridges,” Journal of Structural Control, vol. 10, no. 3-4, pp. 137–168, 2003. View at Publisher · View at Google Scholar · View at Scopus
  8. S. J. Moon, L. A. Bergman, and P. G. Voulgaris, “Sliding mode control of cable-stayed bridge subjected to seismic excitation,” Journal of Engineering Mechanics, vol. 129, no. 1, pp. 71–78, 2003. View at Publisher · View at Google Scholar · View at Scopus
  9. A. K. Agrawal, J. N. Yang, and W. L. He, “Applications of some semiactive control systems to benchmark cable-stayed bridge,” Journal of Structural Engineering, vol. 129, no. 7, pp. 884–894, 2003. View at Publisher · View at Google Scholar · View at Scopus
  10. H. Kim and H. Adeli, “Wavelet-hybrid feedback linear mean squared algorithm for robust control of cable-stayed bridges,” Journal of Bridge Engineering, vol. 10, no. 2, pp. 116–123, 2005. View at Publisher · View at Google Scholar · View at Scopus
  11. S. Y. Ok, D. S. Kim, K. S. Park, and H. M. Koh, “Semi-active fuzzy control of cable-stayed bridges using magneto-rheological dampers,” Engineering Structures, vol. 29, no. 5, pp. 776–788, 2007. View at Publisher · View at Google Scholar · View at Scopus
  12. M. El-Katt, R. Shaker, and Y. Kassem, “Optimum control system for seismic and aerodynamic flutter response of cable-stayed bridge using magnetorheological dampers,” Advanced Materials Research, vol. 163–167, pp. 4269–4279, 2011. View at Publisher · View at Google Scholar · View at Scopus
  13. V. Gattulli and A. Paolone, “Planar motion of a cable-supported beam with feedback controlled actions,” Journal of Intelligent Material Systems and Structures, vol. 8, no. 9, pp. 767–774, 1997. View at Google Scholar · View at Scopus
  14. S. Qi, W. Lu, P. Chen, L. Ming, D. Ding, and J. He, “Study on cable-stayed bridge flutter active control by a single group of ADM,” in Proceedings of the 1st International Conference on Computing Control and Industrial Engineering (CCIE '10), pp. 426–430, Wuhan, China, June 2010. View at Publisher · View at Google Scholar · View at Scopus
  15. K. Wilde and Y. Fujino, “Aerodynamic control of bridge deck flutter by active surfaces,” Journal of Engineering Mechanics, vol. 124, no. 7, pp. 718–727, 1998. View at Google Scholar · View at Scopus
  16. J. N. Yang and F. Giannopolous, “Active control and stability of cable-stayed bridge,” ASCE Journal of Engineering Mechanics and Division, vol. 105, no. 4, pp. 677–694, 1979. View at Google Scholar · View at Scopus
  17. Y. Fujino and T. Susumpow, “Experimental study on active control of in-plane cable vibration by axial support motion,” Earthquake Engineering and Structural Dynamics, vol. 23, no. 12, pp. 1283–1297, 1994. View at Google Scholar · View at Scopus
  18. P. Warnitchai, Y. Fujino, B. M. Pacheco, and R. Agret, “An experimental study on active tendon control of cable-stayed bridges,” Earthquake Engineering and Structural Dynamics, vol. 22, no. 2, pp. 93–111, 1993. View at Google Scholar · View at Scopus
  19. H. Kobayashi, M. Hosomi, and K. Koba, “Tendon control for cable-stayed bridge vibration,” in Proceedings of the 1st World Conference on Structural Control, pp. 23–29, Los Angeles, Calif, USA, 1994.
  20. Y. Achkire and A. Preumont, “Active tendon control of cable-stayed bridges,” Earthquake Engineering and Structural Dynamics, vol. 25, no. 6, pp. 585–597, 1996. View at Google Scholar · View at Scopus
  21. F. Bossens and A. Preumont, “Active tendon control of cable-stayed bridges: a large scale demonstrator,” Earthquake Engineering and Structural Dynamics, vol. 30, no. 7, pp. 961–979, 2001. View at Publisher · View at Google Scholar · View at Scopus
  22. M. H. El Ouni, A. Deraemaeker, A. Preumont, N. Ben Kahla, and M. Abdelghani, “An experimental and numerical study of the effect of active damping on the parametric excitation,” in Proceedings of the 3rd International Congress Design and Modeling of Mechanical Systems, Hammamet, Tunisia, 2009.
  23. M. H. El Ouni, N. Ben Kahla, and A. Preumont, “Numerical and experimental dynamic analysis and control of a cable stayed bridge under parametric excitation,” Engineering Structures, vol. 45, pp. 244–256, 2012. View at Google Scholar
  24. A. Deraemaeker, M. H. El Ouni, I. Romanescu, and A. Preumont, “The Smart Bridge demonstrator: description of the experimental setup,” in Proceedings of the International Conference on Noise and Vibration Engineering, Leuven, Belguim, 2008.
  25. A. Baz, S. Poh, and J. Fedor, “Independent modal space control with positive position feedback,” Journal of Dynamic Systems, Measurement and Control, vol. 114, no. 1, pp. 96–112, 1992. View at Google Scholar · View at Scopus
  26. M. Balas, “Direct velocity feedback control of large space structures,” Journal of Guidance, Control, and Dynamics, vol. 2, no. 3, pp. 252–253, 1979. View at Google Scholar · View at Scopus
  27. A. Preumont and K. Seto, Wiley, Chichester, UK.
  28. F. Bossens, Amortissement actif des structures câblées: de la théorie à l’implémentation [Ph.D. thesis], Université Libre de Bruxelles, 2001.
  29. http://www.sdtools.com.