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Influence of end restraint strength on the structural fire behavior and deterioration mechanism of RC frame beams

Auteur(s): ORCID (State Key Laboratory for Geomechanics & Deep Underground Engineering China University of Mining & Technology Xuzhou China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
(School of Mechanics and Civil Engineering China University of Mining & Technology Xuzhou Jiangsu China)
ORCID (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University Shanghai China)
(National RPGE Chair Professor, Tongji University Shanghai China)
Médium: article de revue
Langue(s): anglais
Publié dans: Structural Concrete, , n. 5, v. 25
Page(s): 3065-3080
DOI: 10.1002/suco.202200999
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/suco.202200999.
  • Informations
    sur cette fiche
  • Reference-ID
    10783814
  • Publié(e) le:
    20.06.2024
  • Modifié(e) le:
    10.11.2024
 
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