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

Advertisement

Using crack width for shear, stiffness, and stirrup strain history predictions for reinforced concrete beams

Author(s): (Department of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo, NY, USA)
(Department of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo, NY, USA)
(Department of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo, NY, USA)
(Department of Computer Science and Engineering, University at Buffalo, Buffalo, NY, USA)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-13
DOI: 10.1080/15732479.2024.2359488
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: 10.1080/15732479.2024.2359488.
  • About this
    data sheet
  • Reference-ID
    10784464
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine