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Comparative shear performance of ultra high‐performance concrete filled pocket and longitudinal trough connector of PC composite girder with full‐depth deck

Author(s): (Department of Civil and Transportation Engineering Hohai University Nanjing China)
(Department of Civil and Transportation Engineering Hohai University Nanjing China)
(Department of Civil and Transportation Engineering Hohai University Nanjing China)
(Department of Civil and Transportation Engineering Hohai University Nanjing China)
(Department of Civil and Transportation Engineering Hohai University Nanjing China)
(Department of Civil and Transportation Engineering Hohai University Nanjing China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education School of Civil Engineering, Southeast University Nanjing China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202400410
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.202400410.
  • About this
    data sheet
  • Reference-ID
    10790619
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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