Shaking table test of seismic control system using force restricted tuned viscous mass damper

被引:0
作者
Ikenaga, Masahiro [1 ]
Yoshikawa, Taichi [1 ]
Nagase, Takuya [1 ]
Ikago, Kohju [1 ]
Inoue, Norio [1 ]
机构
[1] Dept. of Architecture and Building Science, Graduate School of Eng., Tohoku Univ.
关键词
Force restriction; Seismic control structure; Shaking table test; Tuned viscous mass damper;
D O I
10.3130/aijt.18.437
中图分类号
学科分类号
摘要
Force restriction of the tuned viscous mass damper is considered using a friction slider. From a series of shaking table tests, it is shown that the restriction mechanism can effectively reduce the damper maximum force, and the maximum displacement of a primary system incorporated with the force restricted damper is almost the same as that with a restriction-free damper. The simulation analysis results show good agreement to the experimental results, and the relationship between the ratio of the force restriction and the maximum displacement is examined by the analyses.
引用
收藏
页码:437 / 440
页数:3
相关论文
共 2 条
[1]  
Hartog J.P.Den, Mechanical Vibrations, 4thed., (1985)
[2]  
Saito K., Sugimura Y., Nakaminami S., Kida H., Inoue N., Vibration test of 1-story response control system using inertial mass and optimized softy spring and viscous element, Proceedings of the 14th World Conference on Earthquake Engineering, (2008)