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Ultimate strength of light-rail hybrid cable-stayed bridge including concrete tension softening effect

Author(s): (Lecturer, School of Transportation, Civil Engineering & Architecture, Foshan University, Foshan, China)
(Professor, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China)
(Lecturer, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China)
(Associate Professor, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China)
(Associate Professor, School of Civil Engineering and Architecture, Southwest University of Science and technology, Mianyang, China)
(Lecturer, School of Transportation, Civil Engineering & Architecture, Foshan University, Foshan, China (corresponding author: ))
Medium: journal article
Language(s): English
Published in: Proceedings of the Institution of Civil Engineers - Structures and Buildings
Page(s): 1-15
DOI: 10.1680/jstbu.22.00173
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: 10.1680/jstbu.22.00173.
  • About this
    data sheet
  • Reference-ID
    10784318
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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