Smart Structures and Systems

  • 제13권2호
  • /
  • Pages.235-255
  • /
  • 2014
  • /
  • 1738-1584(pISSN)
  • /
  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Design and implementation of AMD system for response control in tall buildings

  • Teng, J. (Harbin Institute of Technology Shenzhen Graduate School) ;
  • Xing, H.B. (Harbin Institute of Technology Shenzhen Graduate School) ;
  • Xiao, Y.Q. (Harbin Institute of Technology Shenzhen Graduate School) ;
  • Liu, C.Y. (Harbin Institute of Technology Shenzhen Graduate School) ;
  • Li, H. (Harbin Institute of Technology Shenzhen Graduate School) ;
  • Ou, J.P. (Harbin Institute of Technology Shenzhen Graduate School)
  • 투고 : 2012.06.15
  • 심사 : 2013.10.29
  • 발행 : 2014.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper mainly introduces recently developed technologies pertaining to the design and implementation of Active Mass Damper (AMD) control system on a high-rise building subjected to wind load. Discussions include introduction of real structure and the control system, the establishment of analytical model, the design and optimization of a variety of controllers, the design of time-varying variable gain feedback control strategy for limiting auxiliary mass stroke, and the design and optimization of AMD control devices. The results presented in this paper demonstrate that the proposed AMD control systems can resolve the issues pertaining to insufficient floor stiffness of the building. The control system operates well and has a good sensitivity.

키워드

참고문헌

  1. Aizawa, S. and Fukao, Y. et al. (1988), "An experimental study on the active mass damper", Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo, Japan. August.
  2. Cao, H., Reinhorn, A.M. and Soong, T.T. (1998), "Design of an active mass damper for a tall TV tower in Nanjing, China", Eng. Struct., 20(3), 134-143. https://doi.org/10.1016/S0141-0296(97)00072-2
  3. Chunyan, J., Huajun, L. and Qingmin, M. (2004), "Active control strategy for offshore structures accounting for AMD constraints", High Technol. Lett., 10(4), 63-68.
  4. Fujita, T., Kamada, T. and Masaki, N. (1992), "Fundamental study of active mass damper using multistage rubber bearing and hydraulic actuator for vibration control of tall buildings: part 1 study on control law for the active mass damper", Trans. JSME, 58, 87-91. https://doi.org/10.1299/kikaic.58.87
  5. Ikeda, Y., Sasaki, K., Sakamoto, M. and Kobori, T. (2001), "Active mass driver system as the first application of active structural control", Earthq. Eng. Struct. D. , 30(11),1575-1595. https://doi.org/10.1002/eqe.82
  6. Ikeda, Y. (2009), "Active and semi-active vibration control of buildings in Japan - Practical applications and verification", Struct. Control Health Monit, 16(7-8), 703-723. https://doi.org/10.1002/stc.315
  7. Kawai, N. and Ohtsuka, M. et al. (1994), "A development of active response control system. Part 3: shaking table test results on variable gain control method", Trans. AIJ annual meeting, 895-896. (in Japanese).
  8. Nishitani, A. (1998), "Application of active structural control in Japan", Prog. Struct. Eng. Mater., 1(3), 301-307. https://doi.org/10.1002/pse.2260010312
  9. Nishitanil, A. and Inoue, Y. (2001), "Overview of the application of active/semiactive control to building structures in Japan", Earthq. Eng. Struct. D., 30(11), 1565-1574. https://doi.org/10.1002/eqe.81
  10. Nagashima, I. and Shinozaki, Y. (1997), "Variable gain feedback control technology of active mass damper and its application to hybrid structural control", Earthq. Eng. Struct. D., 26(8), 815-838. https://doi.org/10.1002/(SICI)1096-9845(199708)26:8<815::AID-EQE678>3.0.CO;2-E
  11. Ou, J.P. (2003), Structural vibration control-active, semi-active and intelligent control [M], Science Press, 56-57 and 98-125 (in Chinese).
  12. Soong, T.T. and Costantinou, M.C. (Eds.) (1994), Passive and active structural vibration control in civil engineering, CISM Lecture Notes, Springer-Verlag New York, USA.
  13. Suzuki, T. and Kageyama, M. et al. (1993), "Active vibration control system for high-rise buildings. Part 14: vibration test on variable feedback gain control", Trans. AIJ annual meeting, 735-754 (in Japanese).
  14. Yamamoto, M., Aizawa, S., Higashino, M. and Toyama, K. (2001), "Practical applications of active mass dampers with hydraulic actuator", Earthq. Eng. Struct. D., 30(11), 1697-1717. https://doi.org/10.1002/eqe.88
  15. Yao, J.T.P. (1972), "Concept of structure control", J. Struct. Division, ASCE, 98(7), 1567-1574.
  16. Yoshida, K., Nishimura, Y. and Yonezawa, Y. (1986), "Variable gain feedback control for linear sampled-data systems with bounded control", Control Theory Adv. Technol., 2,313-323.

피인용 문헌

  1. An Observer-Based Controller with a LMI-Based Filter against Wind-Induced Motion for High-Rise Buildings vol.2017, 2017, https://doi.org/10.1155/2017/1427270
  2. Influence analysis of time delay to active mass damper control system using pole assignment method vol.80, 2016, https://doi.org/10.1016/j.ymssp.2016.04.008
  3. Influence Analysis of a Higher-Order CSI Effect on AMD Systems and Its Time-Varying Delay Compensation Using a Guaranteed Cost Control Algorithm vol.7, pp.4, 2017, https://doi.org/10.3390/app7040313
  4. Effects of control-structure interaction in active mass driver systems with electric torsional servomotor for seismic applications vol.15, pp.4, 2017, https://doi.org/10.1007/s10518-016-0021-6
  5. Smart tuned mass dampers: recent developments vol.13, pp.2, 2014, https://doi.org/10.12989/sss.2014.13.2.173
  6. A Review on Adaptive Methods for Structural Control vol.10, pp.None, 2016, https://doi.org/10.2174/1874149501610010653
  7. Velocity feedback for controlling vertical vibrations of pedestrian-bridge crossing. Practical guidelines vol.22, pp.1, 2014, https://doi.org/10.12989/sss.2018.22.1.095
  8. An observer‐based fault tolerance control system with a static filter and its application to high‐rise buildings vol.2, pp.6, 2014, https://doi.org/10.1002/eng2.12174