Study on the dynamic characteristic of a U-type tuned liquid damper
暂无分享,去创建一个
[1] T. T. Soong,et al. STRUCTURAL CONTROL USING ACTIVE TUNED MASS DAMPERS , 1980 .
[2] K. Kagawa. Development of Tuned Liquid Damper for Ship Vibration , 1989 .
[3] Edward V. Lewis,et al. Principles of naval architecture , 1988 .
[4] T. T. Soong,et al. Seismic response of steel frame structures with added viscoelastic dampers , 1989 .
[5] Toshio Ueda,et al. Suppression of wind-induced vibration by dynamic dampers in tower-like structures , 1992 .
[6] B. F. Spencer,et al. Active Structural Control: Theory and Practice , 1992 .
[7] Chan Ghee Koh,et al. Theoretical and experimental studies on rectangular liquid dampers under arbitrary excitations , 1994 .
[8] R. Clough,et al. Dynamics Of Structures , 1975 .
[9] K. Kwok,et al. Damping Increase in Building with Tuned Mass Damper , 1984 .
[10] S. W. Yuan. Foundations of fluid mechanics , 1967 .
[11] Limin Sun,et al. Tuned liquid damper (TLD) for suppressing horizontal motion of structures , 1992 .
[12] Leslie Robert Koval,et al. A viscous ring damper for a freely precessing satellite , 1966 .
[13] Daniele Veneziano,et al. Seismic Effectiveness of Tuned Mass Dampers , 1981 .
[14] B. Samali,et al. Control of Along-Wind Response of Structures by Mass and Liquid Dampers , 1992 .
[15] Kyle T. Alfriend,et al. Partially Filled Viscous Ring Nutation Damper , 1974 .
[16] L. Meirovitch. Analytical Methods in Vibrations , 1967 .