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Numerical Investigation of the Shear Lag Effect on a Cable-Stayed Bridge with an Extra-Wide Composite PK Girder

Author(s): (Department of Civil Engineering, Shanghai University, Shanghai 200444, People’s Republic of China)
(Department of Civil Engineering, Shanghai University, Shanghai 200444, People’s Republic of China)
(Department of Civil Engineering, Shanghai University, Shanghai 200444, People’s Republic of China)
(Department of Civil Engineering, Shanghai University, Shanghai 200444, People’s Republic of China)
Medium: journal article
Language(s): English
Published in: Structural Engineering International
Page(s): 1-9
DOI: 10.1080/10168664.2024.2432925
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: 10.1080/10168664.2024.2432925.
  • About this
    data sheet
  • Reference-ID
    10807314
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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