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Seismic response control of elastic and inelastic structures by using passive and semi-active tuned mass dampers

  • Woo, Sung-Sik (Department of Architectural Engineering, Dankook University) ;
  • Lee, Sang-Hyun (Department of Architectural Engineering, Dankook University) ;
  • Chung, Lan (Department of Architectural Engineering, Dankook University)
  • 투고 : 2009.11.26
  • 심사 : 2011.04.13
  • 발행 : 2011.09.25

초록

In this study, the performances of a passive tuned mass damper (TMD) and a semi-active TMD (STMD) were evaluated in terms of seismic response control of elastic and inelastic structures under seismic loads. First, elastic displacement spectra were obtained for damped structures with a passive TMD and with a STMD proposed in this study. The displacement spectra confirmed that the STMD provided much better control performance than passive TMD and the STMD had less stroke requirement. Also, the robustness of the TMD was evaluated by off-tuning the frequency of the TMD to that of the structure. Finally, numerical analyses were conducted for an inelastic structure of hysteresis described by the Bouc-Wen model. The results indicated that the performance of the passive TMD whose design parameters were optimized for an elastic structure considerably deteriorated when the hysteretic portion of the structural responses increased, and that the STMD showed about 15-40% more response reduction than the TMD.

키워드

과제정보

연구 과제 주관 기관 : Ministry of Land, Transport and Maritime Affairs of Korean government

참고문헌

  1. Amini, F. and Doroudi, R. (2010), "Control of a building complex with Magneto-Rheological dampers and tuned mass damper", Struct. Eng. Mech., 36(2).
  2. Applied Technology Council (1996), Seismic evaluation and retrofit of concrete buildings, Report ATC-40.
  3. Chopra, A.K. (2001), DYNAMICS OF STRUCTURES, 2nd edition, Prentice Hall, New Jersey.
  4. Jiang, G. and Hanagan, L.M. (2006), "Semi-active TMD with piezoelectric friction dampers in floor vibration control", Proceedings of the SPIE 6169, San Diego, March.
  5. Kaynia, A.M., Veneziano, D. and Biggs, J.M. (1981), "Seismic effectiveness of tuned mass dampers", J. Struct. division ASCE, 107(8), 1465-1484.
  6. Kim, H.S., Kim, S.J. and Lee, D.G. (2006), "Use of semi-active tuned mass dampers for vibration control under various excitations", J. Earthq. Eng., 10, 51-62.
  7. Lee, S.H., Min, K.W. and Lee, Y.C. (2005), "Modified sliding mode control using target derivative of Lyapunov function", Eng. Struct., 27, 49-59. https://doi.org/10.1016/j.engstruct.2004.08.010
  8. Leung, A.Y.T., Zhang, H., Cheng, C.C. and Lee, Y.Y. (2008), "Particle swarm optimization of TMD by nonstationary base excitation during earthquake", Earthq. Eng. Struct. D., 37(9), 1223-1246. https://doi.org/10.1002/eqe.811
  9. Petti, L., Giannattasio, G., De Iuliis, M. and Palazzo, B. (2010), "Small scale experimental testing to verify the effectiveness of the base isolation and tuned mass dampers combined control strategy", Smart Struct. Syst., 6(1), 57-72. https://doi.org/10.12989/sss.2010.6.1.057
  10. Rana, R. and Soong, T.T. (1998), "Parametric study and simplified design of tuned mass dampers", Eng. Struct., 20(3), 193-204. https://doi.org/10.1016/S0141-0296(97)00078-3
  11. Sadek, F., Mohraz, B., Taylor, A.W. and Chung, R.M. (1997), "A method of estimating the parameters of tuned mass dampers for seismic applications", Earthq. Eng. Struct. D., 26, 617-635. https://doi.org/10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO;2-Z
  12. Setareh, M. (2001), "Application of semi-active tuned mass dampers to base-excited systems", Earthq. Eng. Struct. D., 30(3), 449-462. https://doi.org/10.1002/eqe.19
  13. Soong, T.T. and Dargush, G.F. (1997), Passive Energy Dissipation Systems in Structural Engineering, John Wiley & Sons, New York.
  14. Wang, J.F., Lin, C.C. and Lian, C.H. (2009), "Two-stage optimum design of tuned mass dampers with consideration of stroke", Struct. Health Monit., 16(1), 55-72. https://doi.org/10.1002/stc.312
  15. Whittaker, A., Constantinou, M. and Tsopelas, P. (1998), "Displacement estimates for performance-based seismic design", J. Struct. Eng.- ASCE, 124, 905-912. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:8(905)
  16. Yamada, K. and Kobori, T. (1995), "Control algorithm for estimating future responses of active variable stiffness structure", Earthq. Eng. Struct. D., 24(8), 1085-1099. https://doi.org/10.1002/eqe.4290240804
  17. Yang, R., Zhou, X. and Liu, X. (2002), "Seismic structural control using semi-active tuned mass dampers", Earthq. Eng. Eng. Vib., 1(1), 111-118. https://doi.org/10.1007/s11803-002-0014-0

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