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Development of a bidirectional rocking isolation bearing system (Bi‐RIBS) to control excessive seismic response of bridge structures

Author(s): ORCID (Department of Civil and Environmental Engineering School of Engineering Tohoku University Sendai Miyagi Japan)
(Department of Civil and Environmental Engineering School of Engineering Tohoku University Sendai Miyagi 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, , n. 10, v. 52
Page(s): 3074-3096
DOI: 10.1002/eqe.3913
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.3913.
  • About this
    data sheet
  • Reference-ID
    10730831
  • Published on:
    30/05/2023
  • Last updated on:
    04/08/2023
 
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