Smart Structures and Systems

  • 제13권2호
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  • Pages.281-303
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  • 2014
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Active mass driver control system for suppressing wind-induced vibration of the Canton Tower

  • Xu, Huai-Bing (School of Civil Engineering, Harbin Institute of Technology) ;
  • Zhang, Chun-Wei (School of Civil Engineering, Harbin Institute of Technology) ;
  • Li, Hui (School of Civil Engineering, Harbin Institute of Technology) ;
  • Tan, Ping (The State Key Laboratory of Seismic Reduction/Control & Structural Safety (Cultivation), Guangzhou University) ;
  • Ou, Jin-Ping (School of Civil Engineering, Harbin Institute of Technology) ;
  • Zhou, Fu-Lin (The State Key Laboratory of Seismic Reduction/Control & Structural Safety (Cultivation), Guangzhou University)
  • 투고 : 2012.08.08
  • 심사 : 2013.11.23
  • 발행 : 2014.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

In order to suppress the wind-induced vibrations of the Canton Tower, a pair of active mass driver (AMD) systems has been installed on the top of the main structure. The structural principal directions in which the bending modes of the structure are uncoupled are proposed and verified based on the orthogonal projection approach. For the vibration control design in the principal X direction, the simplified model of the structure is developed based on the finite element model and modified according to the field measurements under wind excitations. The AMD system driven by permanent magnet synchronous linear motors are adopted. The dynamical models of the AMD subsystems are determined according to the open-loop test results by using nonlinear least square fitting method. The continuous variable gain feedback (VGF) control strategy is adopted to make the AMD system adaptive to the variation in the intensity of wind excitations. Finally, the field tests of free vibration control are carried out. The field test results of AMD control show that the damping ratio of the first vibration mode increases up to 11 times of the original value without control.

키워드

참고문헌

  1. Chen, H.P., Tee, K.F. and Ni, Y.Q. (2012), "Mode shape expansion with consideration of analytical modelling errors and modal measurement uncertainty", Smart Struct. Syst., 10(4-5), 485-499. https://doi.org/10.12989/sss.2012.10.4_5.485
  2. Chung, T.T., Cho, S., Yun, C.B. and Sohn, H. (2012), "Finite element model updating of Canton Tower using regularization technique", Smart Struct. Syst., 10(4-5), 459-470. https://doi.org/10.12989/sss.2012.10.4_5.459
  3. Fujita, T., Kamada, T., Masaki, N. and Suizu, Y. (1992), "Active mass damper using multistage rubber bearing and hydraulic actuator", Proceedings of the Earthquake Engineering 10th World Conference, Balkema, Rotterdam.
  4. Fujita, T. (2002), "Progress of applications of active vibration control for buildings in Japan", Prog. Struct. Eng. Mater., 4(4), 353-362. https://doi.org/10.1002/pse.127
  5. Hellinger, R. and Mnich, P. (2009), "Linear motor-powered transportation: history, present status, and future outlook", P. IEEE, 97(11), 1892-1900. https://doi.org/10.1109/JPROC.2009.2030249
  6. Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E., Soong, T.T., Spencer, B.F. Jr. and Yao, T.P. (1997), "Structural control: past, present, and future", J. Eng. Mech. - ASCE, 123(9), 897-971. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:9(897)
  7. 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
  8. Lu, X.L., Li, P.Z., Guo, X.Q., Shi, W.X. and Liu, J. (Early view: 2012), "Vibration control using ATMD and site measurements on the Shanghai World Financial Center Tower", Struct. Des. Tall Spec. (DOI: 10.1002/tal.1027).
  9. Nagashima, I., Maseki, R., Asarmi, Y., Hirai, J. and Abiru, H. (2001), "Performance of hybrid mass damper system applied to a 36-storey high-rise building", Earthq. Eng. Struct.D., 30(11), 1615-1637. https://doi.org/10.1002/eqe.84
  10. Nakamura, Y., Tanaka, K., Nakayama, M. and Fujita, T. (2001), "Hybrid mass dampers using two types of electric servomotors: AC servomotors and linear-induction servomotors", Earthq. Eng. Struct. D., 30(11), 1719-1743. https://doi.org/10.1002/eqe.89
  11. Ni, Y.Q., Wong, K.Y. and Xia, Y. (2011), "Health checks through landmark bridges to sky-high structures", Adv. Struct. Eng., 14(1), 103-119. https://doi.org/10.1260/1369-4332.14.1.103
  12. Ni, Y.Q., Xia, Y., Liao, W.Y. and Ko, J.M. (2009), "Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower", Struct. Control Health Monit., 16(1), 73-98. https://doi.org/10.1002/stc.303
  13. Ou, J.P. (2003), Structural vibration control - active, semi-active and smart control, Science Press, Beijing, (in Chinese).
  14. Spencer, B.F. Jr. and Nagarajaiah, S. (2003), "Sate of the art of structural control", J. Struct. Eng. - ASCE, 129(7), 845-856. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(845)
  15. Yamamoto, M., Aizawa, S., Higashino, M. and Toyama, K. (2001), "Pratical applications of active mass dampers with hydraulic actuator", Earthq. Eng. Struct. D., 30(11), 1697-1717. https://doi.org/10.1002/eqe.88

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