Table of Contents
ISRN Civil Engineering
Volume 2012 (2012), Article ID 592181, 6 pages
http://dx.doi.org/10.5402/2012/592181
Research Article

Using Optimal Multiple Tuned Liquid Column Dampers for Mitigating the Seismic Response of Structures

1Civil Engineering Department, Islamic Azad University, Germi Branch, Germi, Iran
2Engineering Department, University of Mohaghegh Ardabili, Ardabil, Iran

Received 30 July 2012; Accepted 6 September 2012

Academic Editors: R. S. Jangid and Y. Lai

Copyright © 2012 Parviz Ahadi et al. 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. B. F. Spencer and S. Nagarajaiah, “State of the art of structural control,” Journal of Structural Engineering, vol. 129, no. 7, pp. 845–856, 2003. View at Publisher · View at Google Scholar · View at Scopus
  2. T. Soong and G. F. Dargush, Passive Energy Dissipation Systems in Structural Engineering, John Wiley & Sons, Chichester, UK, 1997.
  3. S. V. Bakre and R. S. Jangid, “Optimum parameters of tuned mass damper for damped main system,” Structural Control and Health Monitoring, vol. 14, no. 3, pp. 448–470, 2007. View at Publisher · View at Google Scholar · View at Scopus
  4. V. B. Patil and R. S. Jangid, “Optimum multiple tuned mass dampers for the wind excited benchmark building,” Journal of Civil Engineering and Management, vol. 17, pp. 540–557, 2011. View at Google Scholar
  5. T. P. Bandivadekar and R. S. Jangid, “Mass distribution of multiple tuned mass dampers for vibration control of structures,” International Journal of Civil and Structural Engineering, vol. 3, pp. 70–84, 2012. View at Google Scholar
  6. Z. D. Xu, H. T. Zhao, and A. Q. Li, “Optimal analysis and experimental study on structures with viscoelastic dampers,” Journal of Sound and Vibration, vol. 273, no. 3, pp. 607–618, 2004. View at Publisher · View at Google Scholar · View at Scopus
  7. Z. D. Xu, “Earthquake mitigation study on viscoelastic dampers for reinforced concrete structures,” JVC/Journal of Vibration and Control, vol. 13, no. 1, pp. 29–43, 2007. View at Publisher · View at Google Scholar · View at Scopus
  8. F. Sakai, S. Takaeda, and T. Tamaki, “Tuned liquid column damper-new type device for suppression of building vibration,” in Proceedings of the International Conference on High-Rise Buildings, pp. 926–931, Nanjing, China, 1989.
  9. H. Gao, K. C. S. Kwok, and B. Samali, “Optimization of tuned liquid column dampers,” Engineering Structures, vol. 19, no. 6, pp. 476–486, 1997. View at Google Scholar · View at Scopus
  10. C. C. Chang and C. T. Hsu, “Control performance of liquid column vibration absorbers,” Engineering Structures, vol. 20, no. 7, pp. 580–586, 1998. View at Google Scholar · View at Scopus
  11. T. Balendra, C. M. Wang, and G. Rakesh, “Vibration control of various types of buildings using TLCD,” Journal of Wind Engineering and Industrial Aerodynamics, vol. 83, pp. 197–208, 1999. View at Google Scholar · View at Scopus
  12. T. Balendra, C. M. Wang, and G. Rakesh, “Effectiveness of TLCD on various structural systems,” Engineering Structures, vol. 21, no. 4, pp. 291–305, 1999. View at Publisher · View at Google Scholar · View at Scopus
  13. K. Y. Swaroop and A. Kareem, “Optimum absorber parameters for tuned liquid column dampers,” Journal of Structural Engineering, vol. 126, no. 8, pp. 906–915, 2000. View at Publisher · View at Google Scholar · View at Scopus
  14. B. Samali, D. Templeton, and K. C. S. Kwok, “The effectiveness of multiple tuned liquid column dampers in controlling vibration of tall buildings subject to earthquake excitation,” in Proceedings of the 2nd International Conference on Motion and Vibration Control,, pp. 120–125, Yokohama, Japan, 1994.
  15. P. A. Hitchcock, K. C. S. Kwok, R. D. Watkins, and B. Samali, “The effectiveness of a multiple liquid column vibration absorber,” in Proceedings of the 4th Workshop on Wind Engineering, Australian Wind Engineering Society, pp. 81–86, Sydney, Australia, 1994.
  16. H. Gao, K. S. C. Kwok, and B. Samali, “Characteristics of multiple tuned liquid column dampers in suppressing structural vibration,” Engineering Structures, vol. 21, no. 4, pp. 316–331, 1999. View at Publisher · View at Google Scholar · View at Scopus
  17. K. M. Shum and Y. L. Xu, “Multiple tuned liquid column dampers for reducing coupled lateral and torsional vibration of structures,” Engineering Structures, vol. 26, no. 6, pp. 745–758, 2004. View at Publisher · View at Google Scholar · View at Scopus
  18. M. Mohebbi, K. Shakeri, Y. Ghanbarpour, and H. Majzub, “Designing optimal multiple tuned mass dampers using Genetic Algorithms (GAs) for mitigating the seismic response of structures,” Journal of Vibration and Control. In press.
  19. J. H. Holland, Adaptation in Natural and Artificial Systems, The University of Michigan Press, Ann Arbor, Mich, USA, 1975.
  20. D. E. Goldberg, Genetic Algorithms in Search, Optimization and Machine Learning, Addison-Wesley, Reading, Mass, USA, 1989.
  21. Z. Michalewicz, Genetic Algorithms+Data Structures=Evolution Programs, Springer, New York, NY, USA, 1996.
  22. W. M. Jenkins, “A decimal-coded evolutionary algorithm for constrained optimization,” Computers and Structures, vol. 80, no. 5-6, pp. 471–480, 2002. View at Publisher · View at Google Scholar · View at Scopus
  23. Y. Arfiadi and M. N. S. Hadi, “Optimal direct (static) output feedback controller using real coded genetic algorithms,” Computers and Structures, vol. 79, no. 17, pp. 1625–1634, 2001. View at Publisher · View at Google Scholar · View at Scopus
  24. J. E. Baker, “Reducing bias and inefficiency in the selection algorithm,” in Proceedings of the 2nd International Conference on Genetic Algorithm (ICGA '87), vol. 2, pp. 14–21, Cambridge, Mass, USA, July 1987.
  25. H. Mühlenbein and D. Schlierkamp-Voosen, “Predictive models for the breeder genetic algorithm: I. Continuous parameter optimization,” Evolutionary Computation, vol. 1, no. 1, pp. 25–49, 1993. View at Publisher · View at Google Scholar