Development of simple mechanical on-off damper for base-isolated buildings subjected extreme earthquakes

被引:0
|
作者
Kishida A. [1 ]
Taga K. [2 ]
机构
[1] Dept. of Architecture, Graduate School of Eng., Kobe Univ.
关键词
Extreme earthquakes; Numerical analysis; On-off damper; Seismic-isolation structures; Shaking table experiment;
D O I
10.3130/aijt.27.644
中图分类号
学科分类号
摘要
This paper proposes a simple mechanical on-off damper that can change the damping force depending on the response displacement and response velocity. The on-off damper reduces the damage to seismic-isolated structures that undergo excessive deformation during huge earthquakes, without lowering the performance of the seismic-isolation system during design earthquakes. A numerical analysis method for base-isolated structures in which the isolation layer is equipped with our on-off damper, and also considers collisions with stoppers, is expatiated. A shaking table experiment was conducted, and the results were compared with the numerical analyses. The test results agree approximately with the numerical analysis results. © 2021 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码:644 / 649
页数:5
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