-
1
-
-
0020765948
-
Semi-active versus passive or active tuned mass dampers for structural control
-
Hrovat, D., Barak, P., and Robins, M. (1983). " Semi-active 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
Robins, M.3
-
3
-
-
33845642737
-
Semiactive damping of stay cables
-
Johnson, E. A., Baker, G. A., Spencer, B. F., and Fujino, Y. (2007). " Semiactive damping of stay cables.. " J. Eng. Mech., 133 (1), 1-11.
-
(2007)
J. Eng. Mech.
, vol.133
, Issue.1
, pp. 1-11
-
-
Johnson, E.A.1
Baker, G.A.2
Spencer, B.F.3
Fujino, Y.4
-
4
-
-
0037296803
-
Semi-active damping of cables with sag
-
Johnson, E. A., Christenson, R. E., and Spencer, B. F. (2003). " Semi-active damping of cables with sag.. " Comput. Aided Civ. Infrastruct. Eng., 18 (2), 132-146.
-
(2003)
Comput. Aided Civ. Infrastruct. Eng.
, vol.18
, Issue.2
, pp. 132-146
-
-
Johnson, E.A.1
Christenson, R.E.2
Spencer, B.F.3
-
5
-
-
0000669933
-
Zur frage der seilschwingungen und der seildampfung
-
Kovacs, I. (1982). " Zur frage der seilschwingungen und der seildampfung.. " Die Bautechnik, 10, 325-332 (in German).
-
(1982)
Die Bautechnik
, vol.10
, pp. 325-332
-
-
Kovacs, I.1
-
6
-
-
0001264543
-
Vibrations of a taut cable with an external damper
-
Krenk, S. (2000). " Vibrations of a taut cable with an external damper.. " J. Appl. Mech., 67 (4), 772-776.
-
(2000)
J. Appl. Mech.
, vol.67
, Issue.4
, pp. 772-776
-
-
Krenk, S.1
-
7
-
-
27744434120
-
Design of magnetorheological dampers for stay cables of Shandong Binzhou Yellow River Bridge
-
Li, H., Liu, M., Ou, J. P., and Guan, X. C. (2005). " Design of magnetorheological dampers for stay cables of Shandong Binzhou Yellow River Bridge.. " China J. of Highway and Transport, 18 (4), 37-41.
-
(2005)
China J. of Highway and Transport
, vol.18
, Issue.4
, pp. 37-41
-
-
Li, H.1
Liu, M.2
Ou, J.P.3
Guan, X.C.4
-
8
-
-
34249801952
-
Lessons learned from application of semiactive MR damper to bridge cables for wind-rain-induced vibration control
-
Tongji Univ., Shanghai, China.
-
Ni, Y. Q., Ko, J. M., Chen, Z. Q., and Spencer, B. F. (2002). " Lessons learned from application of semiactive MR damper to bridge cables for wind-rain-induced vibration control.. " China-Japan Workshop on Vibration and Health Monitoring of Structures and Third Chinese Symp. on Structural Vibration Control (CD-ROM), Tongji Univ., Shanghai, China.
-
(2002)
China-Japan Workshop on Vibration and Health Monitoring of Structures and Third Chinese Symp. on Structural Vibration Control
-
-
Ni, Y.Q.1
Ko, J.M.2
Chen, Z.Q.3
Spencer, B.F.4
-
9
-
-
33645400838
-
-
Press of Science, Beijing, China.
-
Ou, J. P. (2003). Structural vibration control-active, semiactive, and smart control, Press of Science, Beijing, China.
-
(2003)
Structural Vibration Control-active, Semiactive, and Smart Control
-
-
Ou, J.P.1
-
10
-
-
34250664657
-
Active control force characteristics and design approaches of semiactive control systems
-
Osaka, Japan
-
Ou, J. P., and Li, H. (2004). " Active control force characteristics and design approaches of semiactive control systems.. " Proc., Int. Symp. on Network and Center-Based Research for Smart Structures Technologies and Earthquake Engineering, Osaka, Japan, 323-328.
-
(2004)
Proc., Int. Symp. on Network and Center-Based Research for Smart Structures Technologies and Earthquake Engineering
, pp. 323-328
-
-
Ou, J.P.1
Li, H.2
-
11
-
-
0027534209
-
Estimation curve for modal damping in stay cables with viscous damper
-
Pacheco, B. M., Fujino, Y., and Sulekh, A. (1993). " Estimation curve for modal damping in stay cables with viscous damper.. " J. Struct. Eng., 119 (6), 1961-1979.
-
(1993)
J. Struct. Eng.
, vol.119
, Issue.6
, pp. 1961-1979
-
-
Pacheco, B.M.1
Fujino, Y.2
Sulekh, A.3
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