-
1
-
-
0028668353
-
Dynamic characterization of multiple tuned mass dampers and some design formulas
-
Abe, M., and Fujino, Y (1994). "Dynamic characterization of multiple tuned mass dampers and some design formulas." Earthquake Eng. Struct. Dyn., 23, 813-835.
-
(1994)
Earthquake Eng. Struct. Dyn.
, vol.23
, pp. 813-835
-
-
Abe, M.1
Fujino, Y.2
-
2
-
-
0030417806
-
Semi-active dynamic vibration absorbers for controlling transient response
-
Abe, M., and Igusa, T. (1996). "Semi-active dynamic vibration absorbers for controlling transient response." J. Sound Vib., 198(5), 547-569.
-
(1996)
J. Sound Vib.
, vol.198
, Issue.5
, pp. 547-569
-
-
Abe, M.1
Igusa, T.2
-
3
-
-
0034258892
-
A new approach to shock isolation and vibration suppression using a resetable actuator
-
Bobrow, J., Jabbari, F., and Thai, K. (2000). "A new approach to shock isolation and vibration suppression using a resetable actuator." J. Dyn. Syst., Meas., Control, 122, 570-573.
-
(2000)
J. Dyn. Syst., Meas., Control
, vol.122
, pp. 570-573
-
-
Bobrow, J.1
Jabbari, F.2
Thai, K.3
-
4
-
-
0003733873
-
-
1st Ed., Prentice-Hall, New Jersey
-
Cohen, L. (1995). Time-frequency analysis, 1st Ed., Prentice-Hall, New Jersey.
-
(1995)
Time-Frequency Analysis
-
-
Cohen, L.1
-
6
-
-
0032181562
-
Design method for high-force electrorheological dampers
-
Gavin, H. (1998). "Design method for high-force electrorheological dampers." Smart Mater. Struct., 7, 664-673.
-
(1998)
Smart Mater. Struct.
, vol.7
, pp. 664-673
-
-
Gavin, H.1
-
7
-
-
5444236478
-
The empirical mode decomposition and the Hilbert spectrum for nonlinear and nonstationary time series analysis
-
Ser. A
-
Haung, E. N., et al. (1998). "The empirical mode decomposition and the Hilbert spectrum for nonlinear and nonstationary time series analysis." Proc. R. Soc. London, Ser. A, 454, 903-995.
-
(1998)
Proc. R. Soc. London
, vol.454
, pp. 903-995
-
-
Haung, E.N.1
-
8
-
-
0020765948
-
Semiactive versus passive or active tuned mass dampers for structural control
-
Hrovat, D., Barak, P., and Rabins, M. (1983). "Semiactive versus passive or active tuned mass dampers for structural control." J. Eng. Mech., 109(3), 691-705.
-
(1983)
J. Eng. Mech.
, vol.109
, Issue.3
, pp. 691-705
-
-
Hrovat, D.1
Barak, P.2
Rabins, M.3
-
9
-
-
84985854739
-
Dynamic characteristics of multiple tuned mass substructures with closed spaced frequencies
-
Igusa, T., and Xu, K. (1992). "Dynamic characteristics of multiple tuned mass substructures with closed spaced frequencies." Earthquake Eng. Struct. Dyn., 21, 1050-1070.
-
(1992)
Earthquake Eng. Struct. Dyn.
, vol.21
, pp. 1050-1070
-
-
Igusa, T.1
Xu, K.2
-
10
-
-
0035500969
-
Active mass driver system as the first application of active structural control
-
Ikeda, Y., Sasaki, K., Sakamoto, M., and Kobori, T. (2001). "Active mass driver system as the first application of active structural control." Earthquake Eng. Struct. Dyn., 30(11), 1575-1595.
-
(2001)
Earthquake Eng. Struct. Dyn.
, vol.30
, Issue.11
, pp. 1575-1595
-
-
Ikeda, Y.1
Sasaki, K.2
Sakamoto, M.3
Kobori, T.4
-
11
-
-
0028977260
-
Performance of multiple mass dampers under random loading
-
Kareem, A., and Kline, S. (1995). "Performance of multiple mass dampers under random loading." J. Struct. Eng., 121(2), 348-361.
-
(1995)
J. Struct. Eng.
, vol.121
, Issue.2
, pp. 348-361
-
-
Kareem, A.1
Kline, S.2
-
12
-
-
0027703946
-
Seismic response controlled structure with active variable stiffness system
-
Kobori, T., and Takahashi, M. (1993). "Seismic response controlled structure with active variable stiffness system." Earthquake Eng. Struct. Dyn., 22(12), 925-941.
-
(1993)
Earthquake Eng. Struct. Dyn.
, vol.22
, Issue.12
, pp. 925-941
-
-
Kobori, T.1
Takahashi, M.2
-
13
-
-
0033230847
-
Actual seismic response controlled building with semiactive damper system
-
Kurata, N., Kobori, T., Takahashi, M., Niwa, N., and Midorikawa, H. (1999). "Actual seismic response controlled building with semiactive damper system." Earthquake Eng. Struct. Dyn., 28, 1427-1447.
-
(1999)
Earthquake Eng. Struct. Dyn.
, vol.28
, pp. 1427-1447
-
-
Kurata, N.1
Kobori, T.2
Takahashi, M.3
Niwa, N.4
Midorikawa, H.5
-
14
-
-
0000651778
-
Semiactive control of continuously variable stiffness system
-
Kyoto, Japan
-
Nagarajaiah, S., and Mate, D. (1998). "Semiactive control of continuously variable stiffness system." Proc., 2nd World Conf. Struct. Control, Vol. 1, Kyoto, Japan, 397-405.
-
(1998)
Proc., 2nd World Conf. Struct. Control
, vol.1
, pp. 397-405
-
-
Nagarajaiah, S.1
Mate, D.2
-
15
-
-
0003326901
-
Novel semiactive variable stiffness tuned mass damper with real time tuning capability
-
(CD-ROM), ASCE, Reston, Va
-
Nagarajaiah, S., and Varadarajan, N. (2000). "Novel semiactive variable stiffness tuned mass damper with real time tuning capability." Proc., 13th Engineering Mechanics Conf. (CD-ROM), ASCE, Reston, Va.
-
(2000)
Proc., 13th Engineering Mechanics Conf.
-
-
Nagarajaiah, S.1
Varadarajan, N.2
-
16
-
-
0033327080
-
Variable stiffness and instantaneous frequency
-
ASCE, Reston, Va
-
Nagarajaiah, S., Varadarajan, N., and Sahasrabudhe, S. (1999). "Variable stiffness and instantaneous frequency." Proc., World Structures Congress, ASCE, Reston, Va., 858-861.
-
(1999)
Proc., World Structures Congress
, pp. 858-861
-
-
Nagarajaiah, S.1
Varadarajan, N.2
Sahasrabudhe, S.3
-
17
-
-
0035500906
-
Active variable stiffness system with non-resonant control
-
Nasu, T., Kobori, T, Takahashi, M., Niwa, J., and Ogasawara, K. (2001). "Active variable stiffness system with non-resonant control." Earthquake Eng. Struct. Dyn., 30(10), 1597-1614.
-
(2001)
Earthquake Eng. Struct. Dyn.
, vol.30
, Issue.10
, pp. 1597-1614
-
-
Nasu, T.1
Kobori, T.2
Takahashi, M.3
Niwa, J.4
Ogasawara, K.5
-
18
-
-
0027788361
-
Full-sale implementation of active control. II: Installation and performance
-
Reinhorn, A., et al. (1993). "Full-sale implementation of active control. II: Installation and performance," J. Struct. Eng., 119(6), 1935-1960.
-
(1993)
J. Struct. Eng.
, vol.119
, Issue.6
, pp. 1935-1960
-
-
Reinhorn, A.1
-
20
-
-
0030996976
-
Phenomenological model for magnetorheological dampers
-
Spencer, B. F., Dyke, S. J., Sain, M. K., and Carlson, J. D. (1997). "Phenomenological model for magnetorheological dampers." J. Eng. Mech., 123(3), 230-238.
-
(1997)
J. Eng. Mech.
, vol.123
, Issue.3
, pp. 230-238
-
-
Spencer, B.F.1
Dyke, S.J.2
Sain, M.K.3
Carlson, J.D.4
-
21
-
-
0346950269
-
State of the art of structural control
-
Spencer, B. F., and Nagarajaiah, S. (2003). "State of the art of structural control." J. Struct. Eng., 129(7), 1-10.
-
(2003)
J. Struct. Eng.
, vol.129
, Issue.7
, pp. 1-10
-
-
Spencer, B.F.1
Nagarajaiah, S.2
-
22
-
-
0031195098
-
Seismic testing of a building structure with a semi-active fluid damper control system
-
21
-
Symans, M., and Constantinou, M. C. (1999). "Seismic testing of a building structure with a semi-active fluid damper control system." Earthquake Eng. Struct. Dyn., 26(7)21, 759-777.
-
(1999)
Earthquake Eng. Struct. Dyn.
, vol.26
, Issue.7
, pp. 759-777
-
-
Symans, M.1
Constantinou, M.C.2
-
23
-
-
2342663828
-
Benchmark problem for response control of wind-excited tall buildings
-
Yang, J. N., Agrawal, A., Samali, B., and Wu, J. C. (2004). "Benchmark problem for response control of wind-excited tall buildings." J. Eng. Mech., 130(4), 437-446.
-
(2004)
J. Eng. Mech.
, vol.130
, Issue.4
, pp. 437-446
-
-
Yang, J.N.1
Agrawal, A.2
Samali, B.3
Wu, J.C.4
-
24
-
-
0034546698
-
Resetting semiactive stiffness damper for seismic response control
-
Yang, J. N., Kim, J. H., and Agrawal, A. (2000). "Resetting semiactive stiffness damper for seismic response control." J. Struct. Eng., 126(12), 1427-1433.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.12
, pp. 1427-1433
-
-
Yang, J.N.1
Kim, J.H.2
Agrawal, A.3
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