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A modified space truss analogy model for ultimate torsional capacity of ultra-high-performance concrete solid and box beams

Auteur(s): ORCID (School of Civil Engineering, Harbin Institute of Technology, Harbin, China)
(Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
(Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
ORCID (Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
(Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering, , n. 12, v. 25
Page(s): 136943322210994
DOI: 10.1177/13694332221099405
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332221099405.
  • Informations
    sur cette fiche
  • Reference-ID
    10678400
  • Publié(e) le:
    18.06.2022
  • Modifié(e) le:
    23.09.2022
 
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