1 |
Den Hartog, J.P. (1956), Mechanical vibrations (4th Ed.), McGraw-Hill, New York.
|
2 |
Abe, M. (1996), "Semi-active tuned mass dampers for seismic protection of civil structures", Earthq. Eng. Struct. D., 25(7), 743-749.
DOI
|
3 |
Abe, M and Igusa, T. (1996), "Semi-active dynamics vibration absorbers for controlling transient response", J. Sound Vib., 198(5), 547-569.
DOI
ScienceOn
|
4 |
Chopra Anil K.(2006), Dynamics of structures: (3rd Ed.), Prentice Hall.
|
5 |
Eason, R.P., Sun, C., Nagarajaiah, S. and Dick, A.J. (2013), "Attenuation of a linear oscillator using a nonlinear and a semi-active tuned mass damper in series", J. Sound Vib., 332(1), 154-166.
DOI
ScienceOn
|
6 |
Frahm, H. (1911), Device for damping vibration of bodies, US Patent (989,985).
|
7 |
Gerges, R.R. and Vickery, B.J. (2005), "Pendulum tuned mass dampers for floor vibration control", Struct Des. Tall Spec., 14(4), 353-368.
DOI
ScienceOn
|
8 |
Nagarajaiah, S. and Mate, D. (1998), "Semi-active control of continuously variable stiffness system", Proceedings of the 2nd World Conference on Structural Control , Kyoto, Japan.
|
9 |
Housner, G.W., Bergman L.A., Caughey T.K., Chassiakos A.G. and Claus R.O., Masri, S., Skelton, R., Soong, T., Spencer, B., and Yao, J. (1997), "Structural control: past, present, and future", J. Eng. Mech. - ASCE, 123(9), 691-705.
|
10 |
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.
|
11 |
Kobori T., Takahashi M., Nasu T. and Niwa N. (1993), "Seismic response controlled structure with active variable stiffness system", Earthq. Eng. Struct. D., 22(11), 925-941.
DOI
ScienceOn
|
12 |
Nagarajaiah, S. (2000), Structural vibration damper with continuously variable stiffness, US Patent No. (6098969).
|
13 |
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
|
14 |
Ormondroyd, J. and Den Hartog, J.P. (1928), "The theory of the dynamic vibration absorber", T. Am. Soc. Mech. Eng , 50, 9-22.
|
15 |
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
|
16 |
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
|
17 |
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
|
18 |
Spencer, B.F. and Nagarajaiah, S. (2003), "State of the art of structural control", J. Struct. Eng. - ASCE 129(7), 845-856.
DOI
ScienceOn
|
19 |
Sun, C., Eason, R.P., Nagarajaiah, S. and Dick, A.J. (2013), "Hardening Duffing oscillator attenuation using a nonlinear TMD, a semi-active TMD and a multiple TMD", J. Sound Vib., 332(4), 674-686.
DOI
ScienceOn
|
20 |
Yamada K., Ritchey J.K., Baxter A.J. and Murray T.M. (2006), "Pendulum tuned mass dampers for floor vibration control", J. Perform. Constr. Fac., 24(1), 64-73.
|
21 |
Varadarajan, N. and Nagarajaiah, S. (2004), "Wind response control of building with variable stiffness tuned mass damper using EMD/HT", J. Eng. Mech., 130(4), 451-458.
DOI
ScienceOn
|
22 |
Yamada K. and Kobori T. (1995), "Control algorithm for estimating future responses of active variable stiffness structure", Earthq. Eng. Struct. D., 24(8),1085-1099.
DOI
ScienceOn
|
23 |
Newmark, N.M. and Hall, W.J. (1982), Earthquake spectra and design, Earthquake Engineering Research Institute, Berkeley, Calif.
|
24 |
Sun, C., Nagarajaiah, S. and Dick, A.J. (2013), "Experimental investigation of vibration attenuation using nonlinear tuned mass damper and pendulum tuned mass damper in parallel", Nonlinear Dynam. (under review).
|