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A modified truss-arch model for shear strength evaluation of corroded reinforced concrete columns

Auteur(s): (Key Laboratory of Engineering Disaster Prevention and Structural Safety of China Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, School of Civil Engineering and Architecture, Guangxi University, Nanning, China)
(School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China)
(Key Laboratory of Engineering Disaster Prevention and Structural Safety of China Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, School of Civil Engineering and Architecture, Guangxi University, Nanning, China)
ORCID (School of Civil and Environmental Engineering, Nanyang Technological University, Singapore)
ORCID (School of Civil Engineering and Architecture, NingboTech University, Ningbo, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering
DOI: 10.1177/13694332241252276
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332241252276.
  • Informations
    sur cette fiche
  • Reference-ID
    10784737
  • Publié(e) le:
    20.06.2024
  • Modifié(e) le:
    20.06.2024
 
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