Smart Structures and Systems

  • 제15권4호
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  • Pages.963-995
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  • 2015
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Shaking table testing of a steel frame structure equipped with semi-active MR dampers: comparison of control algorithms

  • Caterino, N. (Department of Engineering, Universita degli Studi di Napoli Parthenope) ;
  • Spizzuoco, M. (Department of Structures for Engineering and Architecture, Universita degli Studi di Napoli Federico II) ;
  • Occhiuzzi, A. (Department of Engineering, Universita degli Studi di Napoli Parthenope)
  • 투고 : 2013.06.27
  • 심사 : 2014.02.16
  • 발행 : 2015.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

The effectiveness of the various control algorithms for semi-active structural control systems proposed in the literature is highly questionable when dealing with earthquake actions, which never reach a steady state. From this perspective, the paper summarizes the results of an experimental activity aimed to compare the effectiveness of four different semi-active control algorithms on a structural mock up representative of a class of structural systems particularly prone to seismic actions. The controlled structure is a near full scale 2-story steel frame, equipped with two semi-active bracing systems including two magnetorheological dampers designed and manufactured in Europe. A set of earthquake records has been applied at the base of the structure, by utilizing a shaking table facility. Experimental results are compared in terms of displacements, absolute accelerations and energy dissipation capability. A further analysis on the percentage incidence of undesired and/or unpredictable operations corresponding to each algorithm gives an insight on some factors affecting the reliability and, in turn, the real effectiveness of semi-active structural control systems.

키워드

참고문헌

  1. Antonacci, E., De Stefano, A., Gattulli, V., Lepidi, M. and Matta, E. (2012), "Comparative study of vibration-based parametric identification techniques for a three-dimensional frame structure", Struct. Contr. Health Monit., 19(5), 579-608. https://doi.org/10.1002/stc.449
  2. Basili, M., De Angelis M. and Fraraccio, G. (2013), "Shaking table experimentation on adjacent structures controlled by passive and semi-active MR dampers", J. Sound Vib., 332(13), 3113-3133. https://doi.org/10.1016/j.jsv.2012.12.040
  3. 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, 41-58. https://doi.org/10.1002/stc.16
  4. Bolt, B. (1969), "Duration of strong motion", Proceedings of the 4th World Conference on Earthquake Engineering, Santiago, Chile.
  5. Cao, D., Song, X. and Ahmadian, M. (2011), "Editors' perspectives: road vehicle suspension design, dynamics, and control", Vehicle Syst. Dynam., 49(1-2), 3-28. https://doi.org/10.1080/00423114.2010.532223
  6. Caterino, N., Spizzuoco, M. and Occhiuzzi, A. (2011), "Understanding and modelling the physical behaviour of magnetorheological dampers for seismic structural control", Smart Mater. Struct., 20, 065013. Doi: 10.1088/0964-1726/20/6/065013
  7. Caterino, N., Spizzuoco, M. and Occhiuzzi, A. (2013), "Promptness and dissipative capacity of MR dampers: experimental investigations", Struct. Control Health Monit., 20(12), 1424-1440. Doi: 10.1002/stc.1578
  8. Cha, Y.J., Zhang, J., Agrawal, A.K., Dong, B., Friedman, A., Dyke, S. J. and Ricles, J. (2013), "Comparative studies of semiactive control strategies for MR dampers: pure simulation and real-time hybrid tests", J. Struct. Eng. - ASCE, 139(7), 1237-1248. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000639
  9. Crosby, M.J. and Karnopp, D.C. (1973), "The active damper", Shock Vib. Bull., 43, Naval Research Laboratory, Washington DC.
  10. De Stefano, A., Matta, E. and Quattrone, A. (2008), Dynamic identification of the JETPACS prototype, Report 4/2008 Executive Project DPC-ReLUIS 2005-2008.
  11. Dolce, M., Ponzo, F.C., Di Cesare, A., Ditommaso, R., Moroni, C., Nigro, D., Serino, G., Sorace, S., Gattulli, V., Occhiuzzi, A., Vulcano, A. and Foti, D. (2008), "Jet-pacs Project: Joint Experimental Testing on Passive and Semiactive Control Systems", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China.
  12. Erramouspe, J., Kiousis, P., Christenson, R. and Vincent, T. (2007), "A resetting stiffness dynamic controller and its bench-scale implementation", Eng. Struct., 29, 2602-2610. https://doi.org/10.1016/j.engstruct.2007.01.014
  13. Eurocode 8, UNI EN 1998-1 (2005), Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings.
  14. Gattulli, G., Lepidi, M. and Potenza, F. (2009), "Seismic protection of frame structures via semi-active control: modeling and implementation issues", Earthq. Eng. Eng. Vib., 8(4), 627-645. Doi: 10.1007/s11803-009-9113-5
  15. Inaudi, J.A. (1997), "Modulated homogeneous friction: a semi-active damping strategy", Earthq. Eng. Struct. D., 26(3), 361-376. https://doi.org/10.1002/(SICI)1096-9845(199703)26:3<361::AID-EQE648>3.0.CO;2-M
  16. Inaudi, J.A. (2000), "Performance of variable-damping systems: theoretical analysis and simulation", Structural Control for Civil and Infrastructure Engineering, (Eds., F. Casciati and G. Magonette), World Scientific.
  17. Jung, H.J., Jang, J.E., Choi, K.M. and Lee, H.J. (2008), "MR fluid damper-based smart damping systems for long steel stay cable under wind load", Smart Struct. Syst., 4(5), 697-710. https://doi.org/10.12989/sss.2008.4.5.697
  18. Jung, H. J., Spencer, B.F., Ni, Y.Q. and Lee, I.W. (2004), "State-of-the-art of semiactive control systems using MR fluid dampers in civil engineering applications", Struct. Eng. Mech., 17(3-4), 493-526. https://doi.org/10.12989/sem.2004.17.3_4.493
  19. Karnopp, D.C., Crosby, M.J. and Harwood, R.A. (1974), "Vibration control using semi-active Force Generators", ASME J. Eng. Ind., 96(2), 619-626. https://doi.org/10.1115/1.3438373
  20. Kobori, T., Takahashi, M., Nasu, T. and Niwa, N. (1993), "Seismic response controlled structure with active variable stiffness system", Earth. Eng. Struct. D., 22, 925-941. https://doi.org/10.1002/eqe.4290221102
  21. Laflamme, S., Taylor, D., Maane, M.A. and Connor, J.J. (2011), "Modified friction device for control of large-scale systems", Struct. Control. Health Monit., Doi 10.1002/stc.454
  22. Lee, H.J., Jung, H.J., Moon, S.J., Lee, S.K., Park, E.C. and Min, K.W. (2010), "Experimental investigation of MR damper-based semiactive control algorithms for full-scale five-story steel frame building", J. Intel. Mat. Syst. Str., 21(10), 1025-1037. https://doi.org/10.1177/1045389X10374162
  23. Li, Z.-X., and Xu, L.-H. (2004), "Shaking-table test on semi-active control for seismic response of tall buildings using MRF-04K damper", Proceedingsof the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada.
  24. Occhiuzzi A. and Serino G. (2003), "A semi-active oleodynamic damper for earthquake control - Part 2: Evaluation of performance through shaking table tests", Bull. Earthq. Eng., 1(2), 275-302. https://doi.org/10.1023/A:1026340911767
  25. Occhiuzzi, A., Spizzuoco, M. and Serino, G. (2003), "Experimental analysis of magnetorheological dampers for structural control", Smart Mater. Struct., 12, 703-711. https://doi.org/10.1088/0964-1726/12/5/306
  26. Occhiuzzi, A. and Spizzuoco, M. (2005), "Experimental analysis of a semi-actively controlled steel building", Struct. Eng. Mech., 19(6), 721-47. https://doi.org/10.12989/sem.2005.19.6.721
  27. Ohtori, Y., Christenson, R.E., Spencer, B.F. and Dyke, S.Y. (2004), "Benchmark Control Problems for Seismically Excited Nonlinear Buildings", J. Eng. Mech. - ASCE, 130(4), 363-582. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(363)
  28. OPCM 3274, President of the Council of Ministers (2003), Ordinance No. 3274 - First Elements Regarding the General Criteria for the Seismic Classification of the National Territory and Technical Standards for the Constructions in Seismic Zone (in Italian).
  29. Ponzo, F.C., Di Cesare, A., Moroni, C., Nigro, D., Ditommaso, R., Auletta, G. and Dolce, M. (2009), "JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems", Proceedings of the L'Ingegneria Sismica in Italia - XIII Convegno Nazionale dell'ANIDIS, Bologna, Italy.
  30. Preumont, A. (2002), Vibration control of active structures, 2nd Ed., Kluwer Academic Publishers.
  31. Sackman, J.L. and Kelly, J.M. (1979), "Seismic analysis of internal equipment and components in structures", Eng. Struct., 1(4), 179-190. https://doi.org/10.1016/0141-0296(79)90045-2
  32. Sodeyama, H., Suzuki, K. and Sunakoda, K. (2004), "Development of Large Capacity Semi-Active Seismic Damper Using Magneto-Rheological Fluid", J. Press. Vess. T. - ASME, 126, 105-109. https://doi.org/10.1115/1.1634587
  33. Stammers, C. W. and Sireteanu, T. (1998), "Vibration control of machines by use of semi-active dry friction damping", J. Sound Vib., 209(4), 671-684. https://doi.org/10.1006/jsvi.1997.1289
  34. Stammers, C.W. and Sireteanu, T. (2000), "Control off building seismic response by means of three semi-active friction dampers", J. Sound Vib., 237(5), 745-759. https://doi.org/10.1006/jsvi.1999.3096
  35. Weber, F., Distl, H., Feltrin, G. and Motavalli, M. (2009), "Cycle energy control of magnetorheological dampers on cables", Smart. Mat. Struct., 18, 015005. https://doi.org/10.1088/0964-1726/18/1/015005
  36. Xu, Y.L. and Chen, B. (2008), "Integrated vibration control and health monitoring of building structures using semi-active friction dampers: Part 1: methodology", Eng. Struct., 30(7), 1789-1801. https://doi.org/10.1016/j.engstruct.2007.11.013
  37. Yang, J.N. and Agrawal, A.K. (2002), "Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes", Eng. Struct., 24(2), 271-280. https://doi.org/10.1016/S0141-0296(01)00094-3
  38. Yang, J. N., Kim, J. and Agrawal, A. (2000), "Resetting semiactive stiffness damper for seismic response control", J. Struct. Eng. - ASCE, 126(12), 1427-1433. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:12(1427)

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  2. Semi-active control of a wind turbine via magnetorheological dampers vol.345, 2015, https://doi.org/10.1016/j.jsv.2015.01.022
  3. Experimental Assessment of a Skyhook Semiactive Strategy for Seismic Vibration Control of a Steel Structure vol.2018, pp.1875-9203, 2018, https://doi.org/10.1155/2018/6460259
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