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

Auteur(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)
Médium: article de revue
Langue(s): anglais
Publié dans: Earthquake Engineering and Structural Dynamics, , n. 10, v. 53
Page(s): 3054-3070
DOI: 10.1002/eqe.4152
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1002/eqe.4152.
  • Informations
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  • Reference-ID
    10784727
  • Publié(e) le:
    20.06.2024
  • Modifié(e) le:
    20.09.2024
 
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