0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

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

Author(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)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 3, v. 27
Page(s): 1-17
DOI: 10.1080/19648189.2022.2083023
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/19648189.2022.2083023.
  • About this
    data sheet
  • Reference-ID
    10678647
  • Published on:
    18/06/2022
  • Last updated on:
    01/04/2023
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine