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NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.10 no.1 = no.47, 2006년, pp.51 - 62
김현수 (성균관대학교 건축공학과) , 김승준 (성균관대학교 건축공학과) , 이동근 (성균관대학교 건축공학과)
To dale, lots of types of tuned mass dampers are developed and investigated to reduce dynamic responses of a structure due to various causes. In this study, control performance of semi-active tuned mass damper(STMD), that can change the damping of tuned mass damper in real time based on structural r...
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Kareem, A. and Kijewski, T., 'Mitigation of motions of tall buildings with specific examples of recent applications,' Wind and Structures, Vol. 2, No.3, 1999, pp.201-251
Nishitani, A. and Inoue, Y., 'Overview of the application of active/semiactive control to building structures in Japan,' Earthquake Engrg. and Struct. Dyn., Vol. 30, 2001, pp. 1565-1574
Dyke,S.J., 'Current directions in structural control in the US,' 9th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Kobe, Japan, June 13-16, 2005, pp. 1-22
Hausner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E, Soong, T.T., Spencer, B.H. and Yao, T.P., 'Structural control; Past, Present, and Future,' ASCE, Journal of Engineering Mechanics, Vol. 123, No.9, 1997, pp. 897-971
Ricciardelli, F, Pizzimenti, A.D. and Mattei, M, 'Passive and active mass damper control of the response of tall buildings to wind gustiness,' Engineering Structures, Vol. 25, No.9, 2003, pp. 1199-1209
Desu, N.B., Deb, S.K. and Dutta, A., 'Coupled tuned mass dampers for control of coupled vibrations in asymmetric buildings,' Structural Control and Health Monitoring, 2005
Pinkaew, T., Lukkunaprasit, P. and Chatupote, P., 'Seismic effectiveness of tuned mass dampers for damage reduction of structures,' Engineering Structures, Vol. 25, No. 1, 2003, pp. 39-46
Yau, J.D. and Yang, Y.B., 'A wideband MTMD system for reducing the dynamic response of continuous truss bridges to moving train loads,' Engineering Structures, Vol. 26, No. 12, 2004, pp. 1795-1807
Symans, M.D and Constantinou, M.C., 'Semi-active control systems for seismic protection of structures: a state-of-the-art review,' Engineering Structures, Vol. 21, 1999, pp. 469-487
Jansen, L.M. and Dyke, S.J., 'Semiactive Control Strategies for MR Dampers: Comparative Study,' Journal of Engineering Mechanics, ASCE, Vol. 126, No.8, 2000, pp. 795-803
Hrovat, D, Barak, P. and Rabins, M., 'Semi-active versus passive or active tuned mass damper for structural control,' ASCE, Journal of Engineering Mechanics, Vol. 190, No.3, 1983, pp.691-705
Agrawal, A. K. and Yang, J. N., 'Semiactive control strategies for building subject to near-field earthquakes,' Proceedings of SPIE, 2000, pp. 359-370
Abe, M. and Igusa, T., 'Semiactive Dynamic Vibration Absorbers for Controlling Transient Response,' Journal of Sound and Vibration, 198(5), 1996, pp. 547-569
Hidaka, 5., Ahn, Y. K., and Morishita,S., ' Adaptive Vibration Control by a Variable-Damping Dynamic Absorber Using ER Fluid,' Journal of Vibration and Acoustics, Vol. 121, 1999, pp. 373-378
Pinkaew, T. and Fujino, Y., 'Effectiveness of semi-active tuned mass dampers under harmonic excitation,' Engineering Structures, Vol. 23, 2001, pp. 850-856
Warburton, G.B., 'Optimum absorber parameters for various combinations of response and excitation parameters,' Earthquake Engrg. and Struct. Dyn., Vol. 10, 1982, pp. 381-401
Karnopp, D., Crosby M.J. and Harwood R.A., 'Vibration control using semi-active force generators,' J. of Engineering for Industry, ASME, Vol. 96, No.2, 1974, pp.619-626
Spencer, B.F. Jr., Dyke, S.J., Sain, M.K. and Carlson, J.D., 'Phenomenological model for magnetorheological dampers,' J. of Engineering Mechanics, ASCE, Vol.123, No.3, 1997, pp.230-238
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