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

Autor(en): 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)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Earthquake Engineering and Structural Dynamics, , n. 14, v. 52
Seite(n): 4638-4659
DOI: 10.1002/eqe.3976
Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1002/eqe.3976.
  • Über diese
    Datenseite
  • Reference-ID
    10735057
  • Veröffentlicht am:
    03.09.2023
  • Geändert am:
    14.01.2024
 
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