DOI QR코드

DOI QR Code

Experiment of an ABS-type control strategy for semi-active friction isolation systems

  • Lu, Lyan-Ywan (Department of Construction Engineering, National Kaohsiung First University of Science and Technology) ;
  • Lin, Ging-Long (Department of Civil Engineering, National Chung Hsing University) ;
  • Lin, Chen-Yu (National Center for Research on Earthquake Engineering)
  • 투고 : 2010.06.18
  • 심사 : 2011.09.02
  • 발행 : 2011.11.25

초록

Recent studies have discovered that a conventional passive isolation system may suffer from an excessive isolator displacement when subjected to a near-fault earthquake that usually has a long-period velocity pulse waveform. Semi-active isolation using variable friction dampers (VFD), which requires a suitable control law, may provide a solution to this problem. To control the VFD in a semi-active isolation system more efficiently, this paper investigates experimentally the possible use of a control law whose control logic is similar to that of the anti-lock braking systems (ABS) widely used in the automobile industry. This ABS-type controller has the advantages of being simple and easily implemented, because it only requires the measurement of the isolation-layer velocity and does not require system modeling for gain design. Most importantly, it does not interfere with the isolation period, which usually decides the isolation efficiency. In order to verify its feasibility and effectiveness, the ABS-type controller was implemented on a variable-friction isolation system whose slip force is regulated by an embedded piezoelectric actuator, and a seismic simulation test was conducted for this isolation system. The experimental results demonstrate that, as compared to a passive isolation system with various levels of added damping, the semi-active isolation system using the ABS-type controller has the better overall performance when both the far-field and the near-fault earthquakes with different PGA levels are considered.

키워드

참고문헌

  1. Agrawal, A.K., Xu, Z. and He, W.L. (2006), "Ground motion pulse-based active control of a linear base-isolated benchmark building", Struct. Cont. Health Monit., 13(2-3), 792-808. https://doi.org/10.1002/stc.112
  2. Baker, J.W. (2007), "Quantitative classification of near-fault ground motions using wavelet analysis", Bull. Seismol. Soc. Am., 97(5), 1486-1501. https://doi.org/10.1785/0120060255
  3. Batterbee, D.C. and Sims, N.D. (2005), "Vibration isolation with smart fluid dampers: a benchmarking study", Smart Struct. Syst., 1(3), 235-256. https://doi.org/10.12989/sss.2005.1.3.235
  4. Chen, C. and Chen, G. (2004), "Shaking table test of quarter-scale building model with piezoelectric friction dampers", Struct. Cont. Health Monit., 11, 239-257. https://doi.org/10.1002/stc.41
  5. Chen, G. and Lu, L.Y. (2008), "Functionally upgraded passive devices for seismic response reduction", Smart Struct. Syst., 4(6), 741-757. https://doi.org/10.12989/sss.2008.4.6.741
  6. Derek, N. and Allen, B. (2005), A Practical Approach to Motor Vehicle Engineering and Maintenance, Elsevier Butterworth Heinemann.
  7. Douglas J.W. and Schafer T.C. (1971), The Chrysler sure brake: The first production four-wheel anti-skid system, SAE Tech. Paper 710248.
  8. Dupont P., Kasturi, P. and Stokes, A. (1997), "Semi-active control of friction dampers", J. Sound Vib., 202(2), 203-218. https://doi.org/10.1006/jsvi.1996.0798
  9. Kori, J.G. and Jangid, R.S. (2008), "Semi-active friction dampers for seismic control of structures", Smart Struct. Syst., 4(4), 493-515. https://doi.org/10.12989/sss.2008.4.4.493
  10. Laflamme, S., Taylor, D., Maane, M.A. and Connor, J.J. (2011) "Modified friction device for control of large scale systems", Struct. Cont. Health Monit., published online: 15 MAR 2011, DOI: 10.1002/stc.454.
  11. Limper, R. (1999), Brake Design and Safety Second Edition Society of Automotive Engineers, Inc, 372-374.
  12. Lin, C.C., Lin, G.L. and Wang, J.F. (2010), "Protection of seismic structures using semi-active friction TMD", Earthq. Eng. Struct. D., 39(6), 635-659.
  13. Lu, L.Y. (2004), "Semi-active modal control for seismic structures with variable friction dampers", Eng. Struct., 26(4), 437-454. https://doi.org/10.1016/j.engstruct.2003.10.012
  14. Lu, L.Y., Chung, L.L., Wu, L.Y. and Lin, G.L. (2006), "Dynamic analysis of structures with friction devices using discrete-time state-space formulation", Comput. Struct., 84(15-16), 1049-1071. https://doi.org/10.1016/j.compstruc.2005.12.005
  15. Lu, L.Y. and Lin, G.L. (2008), "Predictive control of smart isolation system for precision equipment subjected to near-fault earthquakes", Eng. Struct., 30(11), 3045-3064. https://doi.org/10.1016/j.engstruct.2008.04.016
  16. Lu, L.Y., Chung, L.L. and Lin, G.L. (2004), "A general method for semi-active feedback control of variable friction dampers", J. Intell. Mater. Sys. Struct., 15(5), 393-412. https://doi.org/10.1177/1045389X04041365
  17. Lu, L.Y., Lin, T.K. and Yeh, S.W. (2010a), "Experiment and analysis of a leverage-type stiffness controllable isolation system for seismic engineering", Earthq. Eng. Struct. D., 39(15), 1711-1736. https://doi.org/10.1002/eqe.1005
  18. Lu, L.Y., Lin, C.C., Lin, G.L. and Lin, C.Y. (2010b), "Experiment and analysis of a fuzzy-controlled piezoelectric seismic isolation system", J. Sound Vib., 329(11), 1992-2014. https://doi.org/10.1016/j.jsv.2009.12.025
  19. Makris, N. and Chang, S.P. (2000), "Effect of viscous, viscoelastic and friction damping on the response of seismic isolated structures", Earthq. Eng. Struct. D., 29(1), 85-107. https://doi.org/10.1002/(SICI)1096-9845(200001)29:1<85::AID-EQE902>3.0.CO;2-N
  20. Naeim, F. and Kelly, J.M. (1999), Design of Seismic Isolated Structures Chapter 4, John Wiley & Sons, Inc., New York.
  21. Nagarajaiah, S. and Narasimhan, S. (2006), "Smart base isolated benchmark building Part II: Phase I Sample controllers for linear isolation system", Struct. Cont. Health Monit., 13(2-3), 589-604. https://doi.org/10.1002/stc.100
  22. Narasimhan, S. and Nagarajaiah, S. (2006), "Smart base isolated buildings with variable friction systems: H ${\infty}$ controller and SAIVF device", Earthq. Eng. Struct. D., 35(8), 921-942. https://doi.org/10.1002/eqe.559
  23. Ng, C.L. and Xu, Y.L. (2007), "Semi-active control of a building complex with variable friction dampers", Eng. Struct., 29(6), 1209-1225. https://doi.org/10.1016/j.engstruct.2006.08.007
  24. Petti, L., Giannattasio, G., Iuliis, M.D. 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
  25. Reigles, D.G. and Symans, M.D. (2006), "Supervisory fuzzy control of a base-isolated benchmark building utilizing a neuro-fuzzy model of controllable fluid viscous dampers", Struct. Cont. Health Monit., 13(2-3), 724-747. https://doi.org/10.1002/stc.108
  26. Ruangrassamee, A., Srisamai, W. and Lukkunaprasit, P. (2006), "Response mitigation of the base isolated benchmark building by semi-active control with the viscous-plus-variable-friction damping force algorithm", Struct. Cont. Health Monit., 13(2-3), 809-822. https://doi.org/10.1002/stc.113
  27. Saharabudhe, S. and Nagarajaiah, S. (2005), "Effectiveness of variable stiffness systems in base isolated bridges subjected to near fault earthquakes: Experimental study", J. Intell. Mater. Sys. Struct., 16(9), 743-756. https://doi.org/10.1177/1045389X05054999
  28. Schwaller, A.E. (1999), Motor Automotive Technology Third Edition Delmar Publishers an International, Thomson Publishing Company.
  29. Spencer, B.F. and Nagarajaiah, S. (2003), "State 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)
  30. Wang, Y.P., Liao, W.H. and Lee, C.L. (2001), "A state-space approach for dynamic analysis of sliding structures", Eng. Struct., 23(7), 790-801. https://doi.org/10.1016/S0141-0296(00)00096-1
  31. Xu, Y.L. and Ng, C.L. (2008), "Seismic protection of a building complex using variable friction damper: Experimental investigation", J. Eng. Mech - ASCE., 134(8), 637-649. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:8(637)
  32. Yang, J.N., Akbarpour, A. and Ghaemmaghami, P. (1987), "New optimal control algorithms for structural control", J. Eng. Mech - ASCE., 113(9), 1369-1387. https://doi.org/10.1061/(ASCE)0733-9399(1987)113:9(1369)
  33. Yang, J.N. and Agrawal, A.K. (2002), "Semi-active hybrid control systems for nonlinear building against nearfault earthquakes", Eng. Struct., 24(3), 271-280. https://doi.org/10.1016/S0141-0296(01)00094-3
  34. Yang, Y.B., Lu, L.Y. and Yau, J.D. (2005), Structure and Equipment Isolation Vibration and Shock Handbook Chapter 22, (Ed. C. W. de Silva), CRC Press, Taylor & Francis Group.
  35. Ying, G.X., Ni, Y.Q. and Ko, J.M. (2009), "A semi-active stochastic optimal control strategy for nonlinear structural systems with MR dampers", Smart Struct. Syst., 5(1), 69-79. https://doi.org/10.12989/sss.2009.5.1.069

피인용 문헌

  1. Seismic simulation test of equipment protection by using a fuzzy-controlled smart isolation system vol.20, pp.16, 2014, https://doi.org/10.1177/1077546313479989
  2. Semi-active structural fuzzy control with MR dampers subjected to near-fault ground motions having forward directivity and fling step vol.12, pp.6, 2013, https://doi.org/10.12989/sss.2013.12.6.595
  3. Theoretical and experimental investigation of position-controlled semi-active friction damper for seismic structures vol.412, 2018, https://doi.org/10.1016/j.jsv.2017.09.029
  4. Vertical equipment isolation using piezoelectric inertial-type isolation system vol.26, pp.2, 2011, https://doi.org/10.12989/sss.2020.26.2.195