DOI QR코드

DOI QR Code

빌딩간 연결을 통한 복합제어시스템의 최적설계

Optimal Design of Hybrid Control System through Inter-Building Connection

  • 박관순 (동국대학교 건축공학과) ;
  • 옥승용 (한경대학교 토목안전환경공학과)
  • Park, Kwan-Soon (Department of Architectural Engineering, Dongguk University) ;
  • Ok, Seung-Yong (Department of Civil, Safety and Environmental Engineering, Hankyong National University)
  • 투고 : 2017.07.18
  • 심사 : 2017.11.24
  • 발행 : 2017.12.31

초록

This study deals with the optimal design of a hybrid control system composed of a combination of active control system and passive control system for effective seismic performance improvement of two adjacent structures. The proposed hybrid control system adopts a configuration of installing an active control device in one building and connecting two adjacent structures with a passive control device so that the one-side active control force can be bi-directionally applied to both buildings through the passive connecting devices. In order to derive the optimal performance of the proposed system, the design parameters of the passive and active control systems were searched using the genetic algorithm. Numerical simulations of 10-story and 8-story buildings have been performed to verify the effectiveness of the proposed technique. For the purpose of comparison, the conventional independent control system with two identical active control systems being installed separately for each structure was also optimally designed and its seismic response has been evaluated as well. From the comparative results of the two control systems, it is demonstrated that the proposed hybrid control system requires larger control force for its one-side active control device than the conventional independent control system does for each of both-side active devices, but quite less than the total control force required for both-side devices of the independent control system, while maintaining similar seismic performance. Therefore, the proposed system is more economical and reliable than the conventional independent control system with two identical active devices.

키워드

참고문헌

  1. G. W. Housner, T. T. Soong and S. F. Masri, "Second Generation of Active Structural Control in Civil Engineering", Microcomputers in Civil Engineering, Vol. 11, pp. 289-296, 1996. https://doi.org/10.1111/j.1467-8667.1996.tb00443.x
  2. A. Kareem, T. Kijewski and Y. Tamura, "Mitigation of Motions of Tall Buildings with Specific Examples of Recent Applications", Wind and Structures, Vol. 2, No. 3, pp. 201-251, 1999. https://doi.org/10.12989/was.1999.2.3.201
  3. T. T. Soong and G. F. Dargush, "Passive Energy Dissipation Systems in Structural Engineering", John Wiley & Sons, New York, 1997.
  4. K. Tanida, "Progress in the Application of Active Vibration Control Technologies to Long-span Bridges in Japan", Progress in Structural Engineering and Materials, Vol. 4, No. 4, pp. 363-371, 2002. https://doi.org/10.1002/pse.124
  5. J. W. Yun, K. S. Park and S. Y. Ok, "GA-based Optimal Fuzzy Control of Semi-active Magneto-Rheological Dampers for Seismic Performance Improvement of Adjacent Structures", Journal of the Korean Society of Safety, Vol. 26, No. 4, pp. 69-79, 2011.
  6. S. Ankireddi and H. T. Y. Yang, "Simple ATMD Control Methodology for Tall Buildings Subject to Wind Loads", Journal of Structural Engineering, Vol. 122, No. 1, pp. 83-91, 1996. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(83)
  7. N. Yan, C. M. Wang and T. Balendra, "Optimal Damper Characteristics of ATMD for Buildings under Wind Loads", Journal of Structural Engineering, Vol. 125, No. 12, pp. 1376-1383, 1999. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:12(1376)
  8. R. Guclu and H. Yazici, "Vibration Control of a Structure with ATMD Against Earthquake using Fuzzy Logic Controllers", Journal of Sound and Vibration, Vol. 318, No. 1-2, pp. 36-49, 2008. https://doi.org/10.1016/j.jsv.2008.03.058
  9. K. S. Park and S. Y. Ok, "Seismic Response Enhancement through Stiffness Connection of Two Adjacent Buildings Equipped with ATMD", Journal of the Korean Society of Safety, Vol. 32, No. 5, pp. 47-53, 2017. https://doi.org/10.14346/JKOSOS.2017.32.5.47
  10. M. M. Abdullah, J. H. Hanif, A. Richardson and J. Sobanjo, "Use of a Shared Tuned Mass Damper (STMD) to Reduce Vibration and Pounding in Adjacent Structures", Earthquake Engineering & Structural Dynamics, Vol. 30, No. 8, pp. 1185-1201, 2001. https://doi.org/10.1002/eqe.58
  11. S. Y. Ok and S. M. Kim, "New Vibration Control Approach of Adjacent Twin Structures using Connecting Tuned Mass Damper", Journal of the Korean Society of Safety, Vol. 32, No. 2, pp. 92-97, 2017. https://doi.org/10.14346/JKOSOS.2017.32.2.92
  12. F. L. Lewis, "Applied Optimal Control and Estimation", Prentice Hall PTR, 1992.
  13. W. Park, K.S. Park and H. M. Koh, "Active Control of Large Structures using a Bilinear Pole-shifting Transform with $H\infty$ Control Method", Engineering Structures, Vol. 30, No. 11, pp. 3336-3344, 2008. https://doi.org/10.1016/j.engstruct.2008.05.009
  14. K. S. Park and S. Y. Ok, "Modal-space Reference-modeltracking Fuzzy Control for Robust Performance of Seismically-excited Structures", Journal of Sound and Vibration, Vol. 334, pp. 136-150, 2015. https://doi.org/10.1016/j.jsv.2014.09.009
  15. G. E. Goldberg, "Genetic Algorithms in Search, Optimization and Machine Learning", Reading, MA: Addison-Wesley; 1989.