Flexibility of TLD to high-rise building by simple experiment and comparison
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Y. H. Chen | W. S. Hwang | L. T. Chiu | S. M. Sheu | Y. H. Chen | W. Hwang | L. T. Chiu | S. Sheu
[1] Yozo Fujino,et al. Parametric studies on tuned liquid damper (TLD) using circular containers by free-oscillation experiments. , 1988 .
[2] T. T. Soong,et al. Seismic response of steel frame structures with added viscoelastic dampers , 1989 .
[3] Ronald L. Mayes,et al. Seismic Isolation: History, Application, and Performance—A World View , 1990 .
[4] Yozo Fujino,et al. Interaction of tuned liquid damper (TLD) and structure. Theory, experimental verification and application , 1989 .
[5] Edward V. Lewis,et al. Principles of naval architecture , 1988 .
[6] T. T. Soong,et al. STRUCTURAL CONTROL USING ACTIVE TUNED MASS DAMPERS , 1980 .
[7] Limin Sun,et al. Tuned liquid damper (TLD) for suppressing horizontal motion of structures , 1992 .
[8] Kyle T. Alfriend,et al. Partially Filled Viscous Ring Nutation Damper , 1974 .
[9] H. Yamaguchi,et al. Fundamental characteristics of Multiple Tuned Mass Dampers for suppressing harmonically forced oscillations , 1993 .
[10] Yung-Feng Su,et al. Seismic response of building structures with mechanical damping devices. , 1990 .
[11] Leslie Robert Koval,et al. A viscous ring damper for a freely precessing satellite , 1966 .
[12] Daniele Veneziano,et al. Seismic Effectiveness of Tuned Mass Dampers , 1981 .
[13] Chan Ghee Koh,et al. Theoretical and experimental studies on rectangular liquid dampers under arbitrary excitations , 1994 .
[14] B. F. Spencer,et al. Active Structural Control: Theory and Practice , 1992 .