DOI QR코드

DOI QR Code

Analog active valve control design for non-linear semi-active resetable devices

  • Rodgers, Geoffrey W. (Department of Mechanical Engineering, University of Canterbury) ;
  • Chase, J. Geoffrey (Department of Mechanical Engineering, University of Canterbury) ;
  • Corman, Sylvain (Department of Mechanical Engineering, University of Canterbury)
  • Received : 2016.08.11
  • Accepted : 2017.02.13
  • Published : 2017.05.25

Abstract

Semi-active devices use the building's own motion to produce resistive forces and are thus strictly dissipative and require little power. Devices that independently control the binary open/closed valve state can enable novel device hysteresis loops that were not previously possible. However, some device hysteresis loops cannot be obtained without active analog valve control allowing slower, controlled release of stored energy, and is presents an ongoing limitation in obtaining the full range of possibilities offered by these devices. This in silico study develops a proportional-derivative feedback control law using a validated nonlinear device model to track an ideal diamond-shaped force-displacement response profile using active analog valve control. It is validated by comparison to the ideal shape for both sinusoidal and random seismic input motions. Structural application specific spectral analysis compares the performance for the non-linear, actively controlled case to those obtained with an ideal, linear model to validate that the potential performance will be retained when considering realistic nonlinear behaviour and the designed valve control approach. Results show tracking of the device force-displacement loop to within 3-5% of the desired ideal curve. Valve delay, rather than control law design, is the primary limiting factor, and analysis indicates a ratio of valve delay to structural period must be 1/10 or smaller to ensure adequate tracking, relating valve performance to structural period and overall device performance under control. Overall, the results show that active analog feedback control of energy release in these devices can significantly increase the range of resetable, valve-controlled semi-active device performance and hysteresis loops, in turn increasing their performance envelop and application space.

Keywords

References

  1. Barroso, L.R., Chase, J.G. and Hunt, S. (2003), "Resettable smart dampers for multi-level seismic hazard mitigation of steel moment frames", J. Struct.Control, 10(1), 41-58. https://doi.org/10.1002/stc.16
  2. Beziat, A., Munoz, A.M., Chase, J.G., MacRae, G.A., Rodgers, G. W. and Clifton, C. (2012), "Performance analysis of energy dissipators and isolators placed in bridges to prevent structural damage in columns", J. Earthq. Eng., 16(8), 1113-1131. https://doi.org/10.1080/13632469.2012.713561
  3. Bitaraf, M., Barroso, L.R. and Hurlebaus, S. (2010a), "Adaptive control to mitigate damage impact on structural response", J. Intel. Mat. Syst. Str., 21(6), 607-619. https://doi.org/10.1177/1045389X10361993
  4. Bitaraf, M. and Hurlebaus, S. (2013), "Semi-active adaptive control of seismically excited 20-story nonlinear building", Eng. Struct., 56, 2107-2118. https://doi.org/10.1016/j.engstruct.2013.08.031
  5. Bitaraf, M., Hurlebaus, S. and Barroso, L.R. (2012), "Active and semi-active adaptive control for undamaged and damaged building structures under seismic load", Comput. - Aided Civil Infrastruct. Eng., 27(1), 48-64. https://doi.org/10.1111/j.1467-8667.2011.00719.x
  6. Bitaraf, M., Ozbulut, O.E., Hurlebaus, S. and Barroso, L. (2010b), "Application of semi-active control strategies for seismic protection of buildings with MR dampers", Eng. Struct., 32(10), 3040-3047. https://doi.org/10.1016/j.engstruct.2010.05.023
  7. Bobrow, J.E., Jabbari, F. and Thai, K. (2000), "A new approach to shock isolation and vibration suppression using a resetable actuator", ASME Transactions on Dynamic Systems, Measurement, and Control., 122(3), 570-573. https://doi.org/10.1115/1.1286629
  8. Caterino, N., Spizzuoco, M. and Occhiuzzi, A. (2015), "Shaking table testing of a steel frame structure equipped with semiactive MR dampers: comparison of control algorithms", Smart Struct. Syst., 15(4), 963-995. https://doi.org/10.12989/sss.2015.15.4.963
  9. Chase, J.G., Barroso, L.R. and Hunt, S. (2004), "The impact of total acceleration control for semi-active earthquake hazard mitigation", Eng. Struct., 26(2), 201-209. https://doi.org/10.1016/j.engstruct.2003.09.008
  10. Chase, J.G., Mulligan, K.J., Gue, A., Alnot, T., Rodgers, G., Mander, J.B., Elliott, R., Deam, B., Cleeve, L. and Heaton, D. (2006), "Re-shaping hysteretic behaviour using semi-active resettable device dampers", Eng. Struct., 28(10), 1418-1429. https://doi.org/10.1016/j.engstruct.2006.01.011
  11. Chen, X.Q., Chase, J.G., Mulligan, K.J., Rodgers, G.W. and Mander, J.B. (2008), "Novel controllable semiactive-devices for reshaping structural response", Ieee-Asme Transactions on Mechatronics, 13, 647-657. https://doi.org/10.1109/TMECH.2008.2003958
  12. Chen, Z.H., Ni, Y.Q. and Or, S.W. (2015), "Characterization and modeling of a self-sensing MR damper under harmonic loading", Smart Struct. Syst., 15(4), 1103-1120. https://doi.org/10.12989/sss.2015.15.4.1103
  13. Chopra, A.K. (1995), Dynamics of structures : Theory and applications to earthquake engineering.
  14. Dyke, S.J. and Spencer, B.F. (1996), "Modeling and control of magnetorheological dampers for seismic response reduction", Smart Mater. Struct., 5(5), 565-575. https://doi.org/10.1088/0964-1726/5/5/006
  15. Esteki, K., Bagchi, A. and Sedaghti, R. (2015), "Semi-active control of seismic response of a building using MR fluid-based tuned mass damper", Smart Struct. Syst., 16(5), 807-833. https://doi.org/10.12989/sss.2015.16.5.807
  16. Ewing, C.M., Guillin, C., Dhakal, R.P. and Chase, J.G. (2009), "Spectral analysis of semi-actively controlled structures subjected to blast loading", Struct. Eng. Mech., 33(1), 79-93. https://doi.org/10.12989/sem.2009.33.1.079
  17. Feng, M.Q. (1993), "Application of hybrid sliding isolation system to buildings", J. Eng. Mech. - ASCE, 119(10), 2090-2108. https://doi.org/10.1061/(ASCE)0733-9399(1993)119:10(2090)
  18. Feng, M.Q., Shinozuka, M. and Fujii, S. (1993), "Frictioncontrollable sliding isolation system", J. Eng. Mech. - ASCE, 119, 1845-1864. https://doi.org/10.1061/(ASCE)0733-9399(1993)119:9(1845)
  19. Huang, Q.D., Gardoni, P. and Hurlebaus, S. (2015), "Assessment of modal parameters considering measurement and modeling errors", Smart Struct. Syst., 15, 717-733. https://doi.org/10.12989/sss.2015.15.3.717
  20. Jabbari, F. and Bobrow, J.E. (2002), "Vibration suppression with a resetable device", J. Eng. Mech. - ASCE, 128(9), 916-924. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:9(916)
  21. Jansen, L.M. and Dyke, S.J. (2000), "Semiactive control strategies for MR dampers: Comparative study", J. Eng. Mech. - ASCE, 126(8), 795-803. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:8(795)
  22. Katebi, J. and Zadeh, S.M. (2016), "Time delay study for semiactive control of coupled adjacent structures using MR damper", Struct. Eng. Mech., 58(6), 1127-1143. https://doi.org/10.12989/sem.2016.58.6.1127
  23. Kim, Y., Langari, R. and Hurlebaus, S. (2010), "Control of a seismically excited benchmark building using linear matrix inequality-based semiactive nonlinear fuzzy control", J. Struct. Eng. - ASCE, 136(8), 1023-1026. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000192
  24. 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
  25. Maiti, D.K., Shyju, P.P. and Vijayaraju, K. (2006), "Vibration control of mechanical systems using semi-active MR-damper", Smart Struct. Syst., 2(1), 61-80. https://doi.org/10.12989/sss.2006.2.1.061
  26. Makris, N. and Chang, S.P. (2000), "Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures", Earthq. Eng. Struct. D., 29, 85-107. https://doi.org/10.1002/(SICI)1096-9845(200001)29:1<85::AID-EQE902>3.0.CO;2-N
  27. Mulligan, K.J. (2007), Experimental and analytical studies of semi-active and passive structural control of buildings, PhD, University of Canterbury.
  28. Mulligan, K.J., Chase, J.G., Mander, J.B., Rodgers, G.W. and Elliott, R.B. (2010), "Nonlinear models and validation for resetable device design and enhanced force capacity", Struct. Control Health Monit., 17(3), 301-316. https://doi.org/10.1002/stc.298
  29. Mulligan, K.J., Chase, J.G., Mander, J.B., Rodgers, G.W., Elliott, R.B., Franco-Anaya, R. and Carr, A.J. (2009), "Experimental validation of semi-active resetable actuators in a 1/5th scale test structure", Earthq. Eng. Struct. D., 38, 517-536. https://doi.org/10.1002/eqe.868
  30. Nagarajaiah, S. and Jung, H. J. (2014), "Smart tuned mass dampers: recent developments", Smart Struct. Syst., 13, 173-176. https://doi.org/10.12989/sss.2014.13.2.173
  31. Ozbulut, O.E., Bitaraf, M. and Hurlebaus, S. (2011), "Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers", Eng. Struct., 33(12), 3143-3154. https://doi.org/10.1016/j.engstruct.2011.08.022
  32. Ozbulut, O.E. and Hurlebaus, S. (2010), "Fuzzy control of piezoelectric friction dampers for seismic protection of smart base isolated buildings", Bull. Earthq. Eng., 8(6), 1435-1455. https://doi.org/10.1007/s10518-010-9187-5
  33. Ozbulut, O.E. and Hurlebaus, S. (2011a), "Energy-balance assessment of shape memory alloy-based seismic isolation devices", Smart Struct. Syst., 8(4), 399-412. https://doi.org/10.12989/sss.2011.8.4.399
  34. Ozbulut, O.E. and Hurlebaus, S. (2011b), "Re-centering variable friction device for vibration control of structures subjected to near-field earthquakes", Mech. Syst. Signal Pr., 25(8), 2849-2862. https://doi.org/10.1016/j.ymssp.2011.04.017
  35. Ozbulut, O.E. and Hurlebaus, S. (2012a), "Application of an SMA-based hybrid control device to 20-story nonlinear benchmark building", Earthq. Eng. Struct. D., 41(13), 1831-1843. https://doi.org/10.1002/eqe.2160
  36. Ozbulut, O.E. and Hurlebaus, S. (2012b), "A comparative study on the seismic performance of superelastic-friction base isolators against Near-Field Earthquakes", Earthq. Spectra, 28(3), 1147-1163. https://doi.org/10.1193/1.4000070
  37. Ramallo, J.C., Johnson, E.A. and Spencer, B.F. (2002) " 'Smart' base isolation systems", J. Eng. Mech. - ASCE, 128(10), 1088-1099. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1088)
  38. Rodgers, G.W., Mander, J.B., Chase, J.G., Mulligan, K.J., Deam, B.L. and Carr, A. (2007), "Re-shaping hysteretic behaviour - spectral analysis and design equations for semi-active structures", Earthq. Eng. Struct. D., 36(1), 77-100. https://doi.org/10.1002/eqe.624
  39. Som, A., Kim, D.H. and Son, H.S. (2015), "Semiactive magnetorheological damper for high aspect ratio boring process", Ieee-Asme Transactions on Mechatronics, 20(5), 2575-2582. https://doi.org/10.1109/TMECH.2015.2388861
  40. Sommerville, P., Smith, N., Punyamurthula, S. and Sun, J. (1997), "Development of Ground Motion Time Histories For Phase II Of The FEMA/SAC Steel Project, SAC Background Document Report SAC/BD-97/04.
  41. Spencer, B.F., Dyke, S.J., Sain, M.K. and Carlson, J. (1997), "Phenomenological model of magnetorheological damper", J. Eng. Mech. - ASCE, 123(3), 230-238. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:3(230)
  42. Spencer, B.F., Johnson, E.A. and Ramallo, J.C. (2000), " 'Smart' isolation for seismic control", Int. J. Series C-Mech. Syst. Machine Elem. Manufact. - Jsme, 43, 704-711.
  43. Sun, C., Nagarajaiah, S. and Dick, A.J. (2014), "Family of smart tuned mass dampers with variable frequency under harmonic excitations and ground motions: closed-form evaluation", Smart Struct. Syst., 13(2), 319-341. https://doi.org/10.12989/sss.2014.13.2.319
  44. Woo, S.S., Lee, S.H. and Chung, L. (2011), "Seismic response control of elastic and inelastic structures by using passive and semi-active tuned mass dampers", Smart Struct. Syst., 8(3), 239-252. https://doi.org/10.12989/sss.2011.8.3.239
  45. Yang, J.N. and Agrawal, A.K. (2002), "Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes", Eng. Struct., 24(3), 271-280. https://doi.org/10.1016/S0141-0296(01)00094-3
  46. Yang, J.N., Bobrow, J., Jabbari, F., Leavitt, J., Cheng, C.P. and Lin, P.Y. (2007), "Full-scale experimental verification of resetable semi-active stiffness dampers", Earthq. Eng. Struct. D., 36(9), 1255-1273. https://doi.org/10.1002/eqe.681
  47. Zhang, J.Q. and Agrawal, A.K. (2015), "An innovative hardware emulated simple passive semi-active controller for vibration control of MR dampers", Smart Struct. Syst., 15(3), 831-846. https://doi.org/10.12989/sss.2015.15.3.831
  48. Zhou, Z., Meng, S.P., Wu, J. and Zhao, Y. (2012), "Semi-active control on long-span reticulated steel structures using MR dampers under multi-dimensional earthquake excitations", Smart Struct. Syst., 10(6), 557-572. https://doi.org/10.12989/sss.2012.10.6.557