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Modeling uncertainty of specimens employing spines and force‐limiting connections tested at E‐defense shake table

Auteur(s): ORCID (Department of Civil and Environmental Engineering Stanford University Stanford California USA)
(School of Civil and Construction Engineering Oregon State University Corvallis Oregon USA)
(Department of Civil and Environmental Engineering Lehigh University Bethlehem Pennsylvania USA)
ORCID (Department of Civil and Environmental Engineering Stanford University Stanford California USA)
ORCID (Department of Civil and Environmental Engineering University of Illinois Urbana‐Champaign Urbana Illinois USA)
ORCID (Department of Civil and Environmental Engineering Lehigh University Bethlehem Pennsylvania USA)
ORCID (Department of Civil and Environmental Engineering Lehigh University Bethlehem Pennsylvania USA)
ORCID (Disaster Prevention Research Institute Kyoto University Kyoto Japan)
ORCID (Division of Architectural and Structural Design Hokkaido University Sapporo Japan)
(Hyogo Earthquake Engineering Research Center National Research Institute for Earth Science and Disaster Resilience Miki‐shi Japan)
(Department of Civil and Environmental Engineering University of Illinois Urbana‐Champaign Urbana Illinois USA)
ORCID (Division of Architectural and Structural Design Hokkaido University Sapporo Japan)
Médium: article de revue
Langue(s): anglais
Publié dans: Earthquake Engineering and Structural Dynamics, , n. 14, v. 52
Page(s): 4638-4659
DOI: 10.1002/eqe.3976
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.3976.
  • Informations
    sur cette fiche
  • Reference-ID
    10735057
  • Publié(e) le:
    03.09.2023
  • Modifié(e) le:
    14.01.2024
 
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