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Experimental and theoretical investigation of shear lag effect in twin box‐shaped composite girders of long‐span cable‐stayed bridges

Author(s): (School of Civil Engineering, Changsha University of Science and Technology Changsha China)
(School of Civil Engineering, Changsha University of Science and Technology Changsha China)
(School of Civil Engineering, Changsha University of Science and Technology Changsha China)
(College of Civil Engineering and Architecture, Hunan Institute of Science and Technology Yueyang China)
ORCID (College of Civil Engineering and Architecture, Hunan Institute of Science and Technology Yueyang China)
(College of Civil Engineering and Architecture, Hunan Institute of Science and Technology Yueyang China)
(College of Civil Engineering and Architecture, Hunan Institute of Science and Technology Yueyang China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202301062
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: 10.1002/suco.202301062.
  • About this
    data sheet
  • Reference-ID
    10783825
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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