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Flexural performance of the negative moment region in bonded steel-wire-rope-strengthened reinforced concrete T-beams at different prestressing levels

Auteur(s): ORCID (Department of Civil Engineering, Faculty of Engineering, Jenderal Soedirman University, Purwokerto, Indonesia)
(Department of Civil Engineering, Faculty of Engineering, Jenderal Soedirman University, Purwokerto, Indonesia)
ORCID (Department of Civil Engineering, College of Engineering, National Cheng Kung University, Tainan, Taiwan)
ORCID (Department of Civil Engineering, College of Engineering, National Cheng Kung University, Tainan, Taiwan)
(Department of Civil Engineering, Faculty of Engineering, Diponegoro University, Semarang, Indonesia)
(National Center for Research on Earthquake Engineering, National Applied Research Laboratories, Taipei, Taiwan)
(Department of Civil Engineering, Faculty of Engineering, Jenderal Soedirman University, Purwokerto, Indonesia)
(Department of Civil Engineering, Faculty of Engineering, Jenderal Soedirman University, Purwokerto, Indonesia)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering
DOI: 10.1177/13694332241268186
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332241268186.
  • Informations
    sur cette fiche
  • Reference-ID
    10791759
  • Publié(e) le:
    01.09.2024
  • Modifié(e) le:
    01.09.2024
 
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