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Semi-active structural fuzzy control with MR dampers subjected to near-fault ground motions having forward directivity and fling step

  • Received : 2013.02.11
  • Accepted : 2013.03.20
  • Published : 2013.12.25

Abstract

Semi-active control equipments are used to effectually enhance the seismic behavior of structures. Magneto-rheological (MR) dampers are semi-active devices that can be utilized to control the response of structures during seismic loads and have received voracious attention for response suppression. They supply the adaptability of active devices and stability and reliability of passive devices. This paper presents an optimal fuzzy logic control scheme for vibration mitigation of buildings using magneto-rheological dampers subjected to near-fault ground motions. Near-fault features including a directivity pulse in the fault-normal direction and a fling step in the fault-parallel direction are considered in the requisite ground motion records. The membership functions and fuzzy rules of fuzzy controller were optimized by genetic algorithm (GA). Numerical study is performed to analyze the influences of near-fault ground motions on a building that is equipped with MR dampers. Considering the uncontrolled system response as the base line, the proposed method is scrutinized by analogy with that of a conventional maximum dissipation energy (MED) controller to accentuate the effectiveness of the fuzzy logic algorithm. Results reveal that the fuzzy logic controllers can efficiently improve the structural responses and MR dampers are quite promising for reducing seismic responses during near-fault earthquakes.

Keywords

References

  1. Battaini, M., Casciati, F. and Faravelli, L. (1998), " Fuzzy control of structural vibration. An active mass system driven by a fuzzy controller", Earthq. Eng. Struct. D., 27(11), 1267-1276. https://doi.org/10.1002/(SICI)1096-9845(1998110)27:11<1267::AID-EQE782>3.0.CO;2-D
  2. Battaini, M., Casciati, F. and Faravelli, L. (2004), "Controlling wind response through a fuzzy controller", J. Eng. Mech. - ASCE, 130(4), 486-491. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(486)
  3. Bitaraf, M., Ozbulut, O.E., Hurlebaus, S. and Barroso, L. (2010), "Application of semi-active control strategies for seismic protection of buildingswith MR dampers", Eng. Struct., 32(10), 3040-3047. https://doi.org/10.1016/j.engstruct.2010.05.023
  4. Casciati, F., Faravelli, L. and Torelli, G. (1999), "A fuzzy chip controller for nonlinear vibrations", Nonlinear Dynam., 20(1), 85-98. https://doi.org/10.1023/A:1008345902669
  5. Casciati, F., Faravelli, L. and Yao, T. (1996), "Control of nonlinear structures using the fuzzy control approach", Nonlinear Dynam., 11(2), 171-187. https://doi.org/10.1007/BF00045000
  6. Casciati, F., Magonette, G. and Marazzi, F. (2006), Technology of semi-active devices and applications in vibration mitigation, Chichester, Wiley & Sons.
  7. Choi, K.M., Cho, S.W., Jung, H.J. and Lee, I.W. (2004), "Semi-active fuzzy control for seismic response reduction using magneto-rheological dampers", Earthq. Eng. Struct. D., 33, 723-736. https://doi.org/10.1002/eqe.372
  8. Das, D., Datta, T.K. and Madan, A. (2011), "Semiactive fuzzy control of the seismic response of building frames with MR dampers", Earthq. Eng. Struct. D., 41(1), 99-118.
  9. Dyke,S.J., Spencer Jr., B.F. Sain, M.K. and Carlson, J.D. (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
  10. Gaul, L., Hurlebaus, S., Wirnitzer, J. and Albrecht, H.(2008), "Enhanced damping of lightweight structures by semi-active joints", Acta Mech., 195, 249-261. https://doi.org/10.1007/s00707-007-0547-4
  11. Ghaboussi, Y.J. and Kim, J. (2001), "Direct use of design criteria in genetic algorithm-based controller optimization", Earthq. Eng. Struct. D., 30, 1261-1278. https://doi.org/10.1002/eqe.61
  12. Ghaffarzadeh, H., Dehrod, E.A. and Talebian, N. (2013),"Semi-active fuzzy control for seismic response reduction of building frames using variable orifice dampers subjected to near-fault earthquakes effects of fling step and forward directivity on seismic response of buildings", J. Vib. Control., 19(13), 1980-1998. https://doi.org/10.1177/1077546312449179
  13. Guan, X., Huang, Y., Li, H. and Ou, J. (2012), "Adaptive MR damper cable control system based on piezoelectric power harvesting", Smart Struct. Syst., 10(1), 33-46. https://doi.org/10.12989/sss.2012.10.1.033
  14. Hiemenz, G.J., Choi, Y.T. and Wereley, N.M. (2000),"Seismic control of civil structures utilizing semiactive MR bracing systems", Proceedings of the smart systems for bridges, structures, and highways conference, Newport Beach.
  15. Hsu, Y.T. and Fu, C.C. (2004), "Seismic effect on highway bridges in Chi-Chi earthquake", J. Perform. Constr. Fac., 18, 47-53. https://doi.org/10.1061/(ASCE)0887-3828(2004)18:1(47)
  16. Huang, H., Sun, L. and Jiang, X. (2012), "Vibration mitigation of stay cable using optimally tuned MR damper", Smart Struct. Syst., 9(1) 35-53, 615 https://doi.org/10.12989/sss.2012.9.1.035
  17. Hurlebaus, S. and Gaul, L. (2006), "Smart structure dynamics", Mech. Syst. Signal Pr., 20(2), 255-281. https://doi.org/10.1016/j.ymssp.2005.08.025
  18. Jangid, R.S. and Kelly, J.M. (2001), "Base isolation for near-fault motions", Earthq. Eng. Struct. D., 30(5), 691-707. https://doi.org/10.1002/eqe.31
  19. Jansen, L.M. and Dyke, S.J. (2000), "Semi active 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)
  20. Kerber, F., Hurlebaus, S., Beadle, B.M. and Stobener, U. (2007), "Control concepts for an active vibration isolation system", Mech. Syst. Signal Pr., 21(8), 3042-3059. https://doi.org/10.1016/j.ymssp.2007.04.003
  21. Kim, H.S. and Roschke, P.N. (2006), "Design of fuzzy logic controller for smart base isolation system using genetic algorithm", Eng. Struct., 28(1), 84-96. https://doi.org/10.1016/j.engstruct.2005.07.006
  22. Kim, Y., Hurlebaus, S. and Langari, R. (2010), "Model-based multi-input, multi-output supervisory semiactive nonlinear fuzzy controller", Comput. Aided Civil. Infrastruct Eng., 25(5), 387-393 https://doi.org/10.1111/j.1467-8667.2009.00649.x
  23. Leitmann, G. (1994),"Semiactive Control for Vibration Attenuation", J. Intel. Mat. Syst. Str., 5, 841-846. https://doi.org/10.1177/1045389X9400500616
  24. Loh, C.H., Lynch, J.P., Lu, K.C., Wang, Y., Chang, C.M., Lin, P.Y. and Yeh, T.H. (2007), "Experimental verification of a wireless sensing and control system for structural control using MR dampers", Earthq.Eng. Struct. D., 36(10), 1303-1328. https://doi.org/10.1002/eqe.682
  25. Lu, L.Y., Lin, G.L. and Lin, C.Y. (2011), "Experiment of an ABS-type control strategy for semi-active friction isolation systems", Smart Struct. Syst., 8(5), 501-524. https://doi.org/10.12989/sss.2011.8.5.501
  26. McClamroch, N.H. and Gavin, H.P. (1995), "Closed loop structural control using electro-rheological dampers", Proceedings of the American control conference, Seattle, USA.
  27. Ok, S.Y., Kim, D.S., Park, K.S. and Koh, H.M. (2007), "Semi-active fuzzy control of cable-stayed bridges using magneto-rheological dampers", Eng. Struct., 29(5),776-788. https://doi.org/10.1016/j.engstruct.2006.06.020
  28. Ohtori, Y., Christenson, R., Spencer Jr., B.F. and Dyke, S., (2004), "Benchmark control problems for seismically excited nonlinear buildings", J. Eng. Mech.- ASCE, 130(4), 366-385. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(366)
  29. Orozco, G.L. and Ashford, S.A. (2002), Effects of large pulses on reinforced concrete bridge columns, Pacific Earthquake Engineering Research Center. PEER report 2002/23, College of Engineering, University of California, Berkeley, CA.
  30. Pourzeynali, S., Lavasani, H.H., and Modarayi, A.H. (2007), "Active control of high rise building structures using fuzzy logic and genetic algorithms", Eng. Struct., 29, 346-357. https://doi.org/10.1016/j.engstruct.2006.04.015
  31. Qiang, H., Xiuli, D., Jingbo, L., Zhongxian, L., Lyun, L. and Jianfeng, Z. (2009), "Seismic damage of highway bridges during the 2008 Wenchuan earthquake", Earthq. Eng. Eng. Vib., 8, 263-273. https://doi.org/10.1007/s11803-009-8162-0
  32. Renzi, E. and Serino, G. (2004), "Testing and modeling a semi-actively controlled steel frame structure equipped with MR dampers", Struct. Health Monit., 11(3), 189-221. https://doi.org/10.1002/stc.36
  33. Saban, C., Erkan, Z., Selim, S. and Ismail, Y. (2011), "A new semi active nonlinear adaptive controller for structures using MR damper: Design and experimental validation", Nonlinear Dynam., 66(4),731-743. https://doi.org/10.1007/s11071-011-9946-0
  34. Somerville, P.(2002), "Characterizing near-fault ground motion for the design and evaluation of bridges", Proceedings of the 3rd National Seismic Conference and Workshop on Bridges and Highways, Portland, OR, 28 April - 1 May.
  35. Somerville, P.G. (2003), "Magnitude scaling of the near-fault rupture directivity pulse", Phys. Earth Planet. In., 137, 201-212. https://doi.org/10.1016/S0031-9201(03)00015-3
  36. Somerville, P.G., Smith, N.F., Graves, R.W. Abrahamson, N.A. (1997), "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity seismological", Seismol. Res. Lett., 68(1), 199-222. https://doi.org/10.1785/gssrl.68.1.199
  37. Spencer Jr., B.F., Dyke, S.J., Sain, M.K. and Carlson, J.D. (1997), "Phenomenological model of a magnetorheological damper", J. Eng. Mech.- ASCE, 123(3), 230-238. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:3(230)
  38. Xu, Y.L., Chen, J., Ng, C.L. and Qu, W.L. (2005), "Semi-active seismic response control of buildings with podium structure", J. Struct. Eng.- ASCE, 131(6), 890-899. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:6(890)
  39. Yan, G., and Zhou, LL. (2006), "Integrated fuzzy logic and genetic algorithms for multi-objective control of structures using MR dampers", J. Sound Vib., 296(1-2), 368?382.
  40. Ying, Z.G., 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
  41. Yoshida, O., Dyke, S.J., Giacosa, L.M. and Truman, K.Z. (2002), "Torsional response control of asymmetric buildings using smart dampers", Proceedings of the 15th ASCE engineering mechanics conference, New York.
  42. Yoshida, O. and Dyke, SJ. (2005), "Response control of full-scale irregular buildings using magnetorheological dampers", J. Struct. Eng. - ASCE, 131(5), 734-742. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:5(734)
  43. Zhou, L., Chang, C.C. and Spencer Jr., B.F. (2002), "Intelligent technology-based control of motion and vibration using MR dampers", Earthq. Eng. Eng. Vib., 1, 100-110. https://doi.org/10.1007/s11803-002-0013-1
  44. Zhou, L., Chang, C.C. and Wang, L.X. (2003), "Adaptive fuzzy control for nonlinear buildingmagnetorheological damper system", J. Struct. Eng. - ASCE, 129, 905-913. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(905)
  45. Zhou, Z., Meng, S., 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

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