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Improvement of shear capacity of RAC beams by adopting identical mortar volume method of mix-design along with dual-stage mixing approach

Auteur(s): ORCID (Department of Civil Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, India)
ORCID (Department of Civil Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, India)
(Department of Civil Engineering, Birsa Institute of Technology, Dhanbad, Jharkhand, India)
(Department of Civil and Environmental Engineering, Birla Institute of Technology Mesra, Mesra, Jharkhand, India)
(Department of Civil Engineering, Manipal Institute of Technology Bengaluru, Manipal Academy of Higher Education, Manipal, Karnataka, India)
ORCID (Department of Civil Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, India)
Médium: article de revue
Langue(s): anglais
Publié dans: European Journal of Environmental and Civil Engineering, , n. 3, v. 27
Page(s): 1-17
DOI: 10.1080/19648189.2022.2083023
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1080/19648189.2022.2083023.
  • Informations
    sur cette fiche
  • Reference-ID
    10678647
  • Publié(e) le:
    18.06.2022
  • Modifié(e) le:
    01.04.2023
 
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