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Restoration of load capacity and stiffness of continuous steel–concrete composite beams having web openings using externally applied FRP strips

Auteur(s): (Department of Civil Engineering College of Engineering, Najran University Najran Saudi Arabia)
(Structural Engineer Tanta Egypt)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
(Department of Building Engineering and Construction Management Khulna University of Engineering and Technology Khulna Bangladesh)
(Department of Civil Engineering College of Engineering, Najran University Najran Saudi Arabia)
(Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University Shenzhen China)
Médium: article de revue
Langue(s): anglais
Publié dans: Structural Concrete, , n. 5, v. 25
Page(s): 3505-3530
DOI: 10.1002/suco.202300895
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.202300895.
  • Informations
    sur cette fiche
  • Reference-ID
    10790559
  • Publié(e) le:
    01.09.2024
  • Modifié(e) le:
    10.11.2024
 
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