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Strut‐and‐tie model for column‐to‐drilled shaft connections in reinforced concrete bridge columns subjected to lateral loads

Author(s): ORCID (Department of Bridge Engineering Tongji University Shanghai China)
(School of Engineering, University of British Columbia Kelowna British Columbia Canada)
(Department of Bridge Engineering Tongji University Shanghai China)
(Department of Bridge Engineering Tongji University Shanghai China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202400098
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.202400098.
  • About this
    data sheet
  • Reference-ID
    10798854
  • Published on:
    23/09/2024
  • Last updated on:
    23/09/2024
 
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