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Experimental study of a scaled bridge model with a unidirectional rocking isolation bearing system (Uni‐RIBS) through shaking table tests

Author(s): ORCID (Department of Civil and Environmental Engineering Graduate School of Engineering Tohoku University Sendai Japan)
(Department of Civil and Environmental Engineering Graduate School of Engineering Tohoku University Sendai Japan)
(Department of Civil and Environmental Engineering Graduate School of Engineering Tohoku University Sendai Japan)
(Design & Engineering Department (Technical Development & Administration Section) Building Construction & Steel Structures Engineering Division Building & Infrastructure Sector Nippon Steel Engineering Co. Ltd. Tokyo Japan)
(Bridge Products Department (Engineering Section) Business Development Division Building & Infrastructure Sector Nippon Steel Engineering Co. Ltd. Tokyo Japan)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics
DOI: 10.1002/eqe.4152
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/eqe.4152.
  • About this
    data sheet
  • Reference-ID
    10784727
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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