Seismic control of single-degree-of-freedom structure using tuned viscous mass damper

被引:606
|
作者
Ikago, Kohju [1 ]
Saito, Kenji [2 ]
Inoue, Norio [1 ]
机构
[1] Tohoku Univ, Grad Sch Engn, Dept Architecture & Bldg Sci, Sendai, Miyagi 9808579, Japan
[2] NTT Facil Inc, Dept Struct Engn, Design Head Off, Minato Ku, Tokyo 1080023, Japan
来源
基金
日本学术振兴会;
关键词
tuned viscous mass damper; dynamic vibration absorber; fixed-point theory; passive seismic control; inertial mass; OPTIMUM DESIGN; VISCOELASTIC DAMPERS; STEEL FRAME; SYSTEMS; OPTIMIZATION; ABSORBERS; BEHAVIOR;
D O I
10.1002/eqe.1138
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, we propose a new seismic control device, tuned viscous mass damper (TVMD), for building systems. We give a detailed description of an apparent mass amplifier using a ball-screw mechanism, which is one of the most important components for realizing the new device. We also derive a closed-form solution of an optimum seismic control design for a single-degree-of-freedom structure subjected to harmonic excitation. The performance of the new device is compared with those of the conventional viscous damper and viscous mass damper systems. The vibration control system using the TVMD is shown to be the most effective for linear structural systems with dampers having the same additional damping coefficient. The effectiveness of the TVMD for seismic excitation is verified by analyses and shake table tests with a small-scale TVMD. Copyright (c) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:453 / 474
页数:22
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