Acknowledgement
Supported by : Dankook University
References
- Caughy, T.K. (1960), "Random excitation of a system with bilinear hysteresis", J. Appl. Mech.- T. ASME., 27, 649-652. https://doi.org/10.1115/1.3644077
- Chang, K.C., Lai, M.L., Soong, T.T., Hao D.S. and Yeh, Y.C. (1993), Seismic behavior and design guidelines for steel frame structures with added viscoelastic dampers, Technical Peport NCEER-93-0009, National Center for Earthquake Engineering Research.
- Chopra, A.K. (2001), Dynamics of structures: Theory and applications to earthquake engineering, 2nd Ed., Prentice Hall, Upper Saddle River, NJ.
- Dyke, S.J., Spencer Jr., B.F., Sain, M.K. and Carlson, J.D. (1996), "Moeling and control of magnrtorhrological dampers for seismic response reduction", Smart Mater. Struct., 5, 565-575. https://doi.org/10.1088/0964-1726/5/5/006
- Friswell, M.I. and Mottershead, J.E. (1995), Finite element model updating in structural dynamics, Kluwer Academic Publishers, Boston, London.
- Gamota, D.R. and Filisko, F.E. (1991), "Dynamic mechanical studies of electrorheological materials: moderate frequencies", J. Rheology, 35(3), 399-425. https://doi.org/10.1122/1.550221
- Hwang, J.S., Min, K.W., Lee, S.H. and Kim, H. (2005), "Probabilistic approach for active control of structures: experimental verification", Earthq. Eng. Struct.D., 34(3), 207-225. https://doi.org/10.1002/eqe.420
- 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)
- Lee, S.H., Min, K.W., Kim, J.K. and Hwang, J.S. (2004), "Equivalent damping ratio of a structure with added dampers", Eng. Struct., 26(3), 335-346. https://doi.org/10.1016/j.engstruct.2003.09.014
- Lee, S.H., Min, K.W., Chun ,L., Lee, S.K., Lee, M.K., Hwang, J.S., Choi, S.B. and Lee, H.G. (2007),"Bracing system for installation of MR dampers in a building structure", J. Intel. Mat. Syst. Str., 18(11), 1111-1120. https://doi.org/10.1177/1045389X06072371
- Lee, S.H., Yun, K.J. and Min, K.W. (2011), "A decentralized response-dependent MR damper for controlling building structures excited by seismic load", J. Intel. Mat. Syst. Str., 22(16), 1913-1927. https://doi.org/10.1177/1045389X11417197
- Li, C. and Reinhorn, J.C. (1995), Experimental and analytical investigation of seismic retrofit of structures with supplemental damping: part II-friction devices, Technical Report NCEER-95-0009, National Center for Earthquake Engineering Research.
- Soong, T.T. and Dargush, G.F. (1997), Passive energy dissipation systems in structural engineering, John Wiley & Sons Ltd, Chichester, England.
- Spencer Jr., B.F., Dyke, S.J., Sain, M.K. and Carlson, J.D. (1997), "Phenomenological model for magnetorheological dampers", J. Eng. Mech. - ASCE, 123(3), 230-238. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:3(230)
- Stanway, R., Sproston, J.L. and Stevens, N.G. (1987), "Non-linear modeling of an electro-rheological vibration damper", J. Electrostatics, 20(2), 167-184. https://doi.org/10.1016/0304-3886(87)90056-8
- Wen, Y.K. (1976), "Method of random vibration of hysteretic systems", J. Eng. Mech. - ASCE, 102(2), 249-263.
- Wereley, N.M., Pang, L. and Kamath, G.M. (1998), "Idealized hysteresis modeling of electrorheological and magnetorheological dampers", J. Intel. Mat. Syst. Str., 9(8), 642-649. https://doi.org/10.1177/1045389X9800900810
- Yalla, S.K. (2001), Liquid dampers for mitigation of structural response: theoretical development and experimental validation, Ph.D Dissertation, Univ. of Notre Dame,
- Yang, G. (2001), Large-scale magnetorheological fluid damper for vibration mitigation: modeling, testing and Control, Ph.D Dissertation, Univ. of Notre Dame.
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