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

Advertisement

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

Author(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)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 13, v. 27
Page(s): 2338-2358
DOI: 10.1177/13694332241268186
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: 10.1177/13694332241268186.
  • About this
    data sheet
  • Reference-ID
    10791759
  • Published on:
    01/09/2024
  • Last updated on:
    20/09/2024
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine