Journal of the Korean Society of Safety (한국안전학회지)

The Korean Society of Safety (한국안전학회)
권호 표지
DOI QR코드

DOI QR Code

Seismic Performance Assessment of High-Rise Building installed with Multiple Active Tuned Mass Dampers

다중 능동형 동조질량감쇠기가 설치된 고층빌딩의 내진성능 평가

  • Park, Kwan-Soon (Department of Architectural Engineering, Dongguk University) ;
  • Ok, Seung-Yong (Department of Civil, Safety and Environmental Engineering, Hankyong National University)
  • 박관순 (동국대학교 건축공학과) ;
  • 옥승용 (한경대학교 토목안전환경공학과)
  • Received : 2017.08.01
  • Accepted : 2017.12.04
  • Published : 2017.12.31
Download PDF
⟨ Previous Next ⟩

Abstract

The tuned mass damper (TMD) system was first proposed as an efficient vibration control method for high-rise buildings, and multiple TMD (MTMD) system was then proposed for the purpose of improving the robust performance. Thereafter, the active TMD (ATMD) is proposed to improve the vibration control performance over the TMD and MTMD systems. However, this system may experience an system-instability problem in case of the actuator malfunction. In order to overcome such limitations of actuator malfunction causing the instability of the structural system, in this study, we investigate the feasibility of the multiple ATMD (MATMD) system that facilitates both advantages of the MTMD and ATMD. Numerical example demonstrates that, when the proposed system is designed to have the same capacity as the ATMD, it shows a similar control performance to the ATMD, but also has very good adaptive control performance against the emergency situations such as actuator failures.

Keywords

References

  1. B. F. Spencer Jr. and M. K. Sain, "Controlling Buildings: A New Frontier in Feedback", IEEE Control Systems Magazine on Emerging Technology, Vol. 17, No. 6, pp. 19-35, 1997.
  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. 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)
  4. Q. S. Li, L. H. Zhi, A. Y. Tuan, C. S. Kao, S. C. Su & C. F. Wu, "Dynamic Behavior of Taipei 101 Tower: Field Measurement and Numerical Analysis", Journal of Structural Engineering, Vol. 137, No. 1, pp. 143-155, 2010.
  5. A. Nishitani and Y. Inoue, "Overview of the Application of Active/Semiactive Control to Building Structures in Japan", Earthquake Engineering and Structural Dynamics, Vol. 30, No. 11, pp. 1565-1574, 2001. https://doi.org/10.1002/eqe.81
  6. 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. 3, pp. 92-97, 2017.
  7. J. P. Den Hartog, "Mechanical Vibrations", 4th ed., McGraw Hill, Inc., New York, 1956.
  8. R. Villaverde, "Reduction in Seismic Response with Heavily-damped Vibration Absorbers", Earthquake Engineering and Structural Dynamics, Vol. 13, pp. 33-42, 1958.
  9. F. Sadek, B. Mohraz, A. W. Taylor and R. M. Chung, "A Method of Estimating the Parameters of Tuned Mass Dampers for Seismic Applications", Earthquake Engineering and Structural Dynamics, Vol. 26, pp. 617-635, 1997. https://doi.org/10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO;2-Z
  10. M. Abe and Y. Fujino, "Dynamic Characterization of Multiple Tuned Mass Dampers and Some Design Formulas", Earthquake Engineering and Structural Dynamics, Vol. 23, No. 8, pp. 813-835, 1994. https://doi.org/10.1002/eqe.4290230802
  11. K. S. Park, H. M. Koh, W. Park and S. Y. Ok, "Optimal Design of Multiple Tuned Mass Damper Considering Model Uncertainty of Structural System", Journal of Korean Society of Civil Engineers, Vol. 22, No. 3-A, pp. 533-543, 2002.
  12. 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)
  13. 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
  14. K. S. Park and S. Y. Ok, "Optimal Design of Hybrid Control System through Inter-building Connection", Journal of The Korean Society of Safety, Vol. 32, No. 5, pp. 47-53, 2017.
  15. A. K. Chopra, "Dynamics of Structures-theory and Applications to Earthquake Engineering", Prentice-Hall, Inc., Upper Saddle River, NJ, 1995.
  16. F. L. Lewis, "Applied Optimal Control and Estimation", Prentice Hall PTR, 1992.
  17. K. S. Park, H. M. Koh, S. Y. Ok and C. W. Seo, "Fuzzy Supervisory Control of Earthquake-excited Cable-stayed Bridges", Engineering Structures, Vol. 27, pp. 1086-1100, 2005. https://doi.org/10.1016/j.engstruct.2005.02.007
  18. M. S. Kim, S. Y. Ok and K. S. Park, "Seismic Response Control of Adjacent Structures by Semi-active Fuzzy Control of Magneto-rheological Damper", Journal of the Earthquake Engineering Society of Korea, Vol. 13, No. 3, pp. 39-50, 2009. https://doi.org/10.5000/EESK.2009.13.3.039