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http://dx.doi.org/10.12989/sss.2014.13.2.173

Smart tuned mass dampers: recent developments  

Nagarajaiah, Satish (Rice University)
Jung, Hyung-Jo (Korea Advanced Institute of Science and Technology)
Publication Information
Smart Structures and Systems / v.13, no.2, 2014 , pp. 173-176 More about this Journal
Abstract
This special issue focuses on Smart Tuned Mass Dampers (STMD) that are either active or smart or semi-active in nature. Active tuned mass dampers or active mass dampers have found wide acceptance and have been implemented in many tall buildings and long span bridges. Recently researchers have developed a new class of smart tuned mass dampers using either variable stiffness and/or variable damping to effect the change in instantaneous frequency and damping. Since tuning plays a central role in STMDs it is of great current interest thus the topic of this special issue. Discussions of recent active and smart TMD implementations in tall buildings and bridges are also included.
Keywords
tuned mass damper; active; semiactive; smart; adaptive passive; tuning; instantaneous; frequency;
Citations & Related Records
Times Cited By KSCI : 8  (Citation Analysis)
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1 Chang, J.C.H. and Soong, T.T. (1980), "Structural control using active tuned mass damper", J. Eng. Mech. - ASCE, 106, 1091-1099.
2 Abe, M, and Igusa, T. (1996), "Semi-active dynamic vibration absorbers for controlling transient response", J. Sound Vib., 198, 547-569.   DOI   ScienceOn
3 Bonello, P., Brennan, M.J., Elliott, S.J., Vincent, J.F.V. and Jeronimidis, G. (2005), "Designs for an adaptive tuned vibration absorber with variable shape stiffness element", Proc. R. Soc. A., 461, doi:10.1098/rspa.2005.1547.   DOI   ScienceOn
4 Contreras, M.T., Pasala, D,T.R. and Nagarajaiah, S. (2014), "Adaptive length SMA pendulum smart tuned mass damper performance in the presence of real time primary system stiffness change", Smart Struct. Syst., 13(2), 219-233.   DOI   ScienceOn
5 Den Hartog, J.P. (1956), Mechanical vibrations (4th Ed.), McGraw-Hill, New York.
6 Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. D., 10, 381-401.   DOI
7 Kareem, A., Kijewski, T. and Tamura, Y. (1999), "Mitigation of motions of tall buildings with specific examples of recent applications", Wind Struct., 2(3), 201-251.   DOI
8 Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F. et al. (1997), "Structural control: past, present, and future", J. Eng. Mech. - ASCE, 123, 897-971.   DOI
9 Hrovat, D., Barak, P. and Rabins, M. (1983), "Semi-active versus passive or active tuned mass dampers for structural control", J. Eng. Mech. - ASCE., 109(3), 897-971.
10 Jang, D.D., Jung, H.J. and Moon, Y.J. (2014), "Active mass damper system using time delay control algorithm for building structure with unknown dynamics", Smart Struct. Syst., 13(2), 281-303.   DOI   ScienceOn
11 Nagarajaiah, S. and Varadarajan, N. (2005), "Short time Fourier transform algorithm for wind response control of buildings with variable stiffness TMD", J. Eng. Struct., 27(3), 431-441.   DOI   ScienceOn
12 Nagarajaiah, S. and Sonmez, E. (2007), "Structures with semiactive variable stiffness single/multiple tuned mass dampers", J. Struct. Eng., 133(1), 67-77.   DOI   ScienceOn
13 Ormondroyd, J. and Den Hartog, J.P. (1928), "The theory of the dynamic vibration absorber", T. Am. Soc. Mech. Eng., 50, 9-22.
14 Pasala, D.T.R. and Nagarajaiah, S. (2014), "Adaptive-length pendulum smart tuned mass damper using shape-memory-alloy wire for tuning period in real time", Smart Struct. Syst., 13(2), 203-217.   DOI   ScienceOn
15 Sun, C. and Nagarajaiah, S. (2013), "Study on semi-active tuned mass damper with variable damping and stiffness under seismic excitations", Struct. Control Health Monit., DOI:10.1002/stc.1620.   DOI   ScienceOn
16 Pinkaew, T. and Fujino, Y. (2001), "Effectiveness of semi-active tuned mass dampers under harmonic excitation ", Eng. Struct., 23, 850-856.   DOI   ScienceOn
17 Sadhu, A., Hazra, B. and Narasimhan, S. (2014), "Ambient modal identification of structures equipped with tuned mass dampers using parallel factor blind source separation", Smart Struct. Syst., 13(2), 257-280.   DOI   ScienceOn
18 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), 203-217.   DOI   ScienceOn
19 Teng, J., Xing, H.B., Xiao, Y.Q., Liu, C.Y., Li, H. and Ou, J.P. (2014), "Design and implementation of AMD system for response control in tall buildings", Smart Struct. Syst., 13(2), 235-255.   DOI   ScienceOn
20 Walsh, P.L. and Lamancusa, J.S.A (1992), "Variable stiffness vibration absorber for minimization of transient vibrations", J. Sound Vib., 158, 195-211.   DOI   ScienceOn
21 Weber, F. (2013), "Dynamic characteristics of controlled MR-STMDs of Wolgograd Bridge", Smart. Mater. Struct., 22(9), Article Number: 095008, DOI: 10.1088/0964-1726/22/9/095008.   DOI   ScienceOn
22 Varadarajan, N. and Nagarajaiah, S. (2004), "Wind response control of building with variable stiffness tuned mass damper using EMD/HT", J. Eng. Mech. - ASCE, 130(4), 451-458.   DOI   ScienceOn
23 Xu, H.B., Zhang, C.W., Li, H., Tan, P., Ou, J.P. and Zhou, F.L. (2014), "Active mass driver control system for suppressing wind-induced vibration of the Canton Tower", Smart Struct. Syst., 13(2), 305-318.   DOI   ScienceOn
24 Spencer, B. and Nagarajaiah, S. (2003), "State of the art of structural control", J. Struct. Eng. - ASCE, 129(7), 845-856.   DOI   ScienceOn
25 Arrigan, J., Huang, C., Staino, A., Basu, B. and Nagarajaiah, S. (2014), "A frequency tracking semi-active algorithm for control of edgewise vibrations in wind turbine blades", Smart Struct. Syst., 13(2), 177-201.   DOI   ScienceOn
26 Nagarajaiah, S. (2009), "Adaptive passive, semi-active, smart tuned mass dampers: identification and control using empirical mode decomposition, Hilbert transform, and short-term Fourier transform", Struct. Control Health Monit., 16(7-8), 800-841.   DOI   ScienceOn