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Flexural performance of reinforced concrete beams made by innovative post-filling coarse aggregate process

Auteur(s): (State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
ORCID (State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
(State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
(State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering, , n. 13, v. 24
Page(s): 136943322110093
DOI: 10.1177/13694332211009320
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332211009320.
  • Informations
    sur cette fiche
  • Reference-ID
    10609494
  • Publié(e) le:
    08.06.2021
  • Modifié(e) le:
    29.11.2021
 
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