AIJ Journal of Technology and Design
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
Structures
PASSIVE VARIABLE ORIFICE DAMPER TO CONTROL EXCESSIVE DISPLACEMENT OF SEISMICALLY ISOLATED BUILDING
Yoshiki KOYAMASatoshi YAMAGAMIHidetaka FUNAKIKohju IKAGONorio INOUE
Author information
JOURNAL FREE ACCESS

2023 Volume 29 Issue 72 Pages 701-706

Details
Abstract

The developed oil damper changes the damping force passively and steplessly depended on damper displacement at low speeds of approximately 30 cm/s or less. A prototype damper with a maximum force of about 500 kN was tested and it was confirmed that the damping force changed as expected. Numerical analysis using the damper with the characteristics of the experimental results confirmed that the maximum displacement of the isolation layer was reduced by about 15% during long-period earthquakes, and that the acceleration response during moderate earthquakes was equivalent to that of a conventional seismically isolated building.

Content from these authors
© 2023, Architectural Institute of Japan
Previous article Next article
feedback
Top