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Experimental study on shear bearing capacity of Ultra‐high performance concrete bent cap with thin‐walled hollow section

Author(s): (State Key Laboratory of Bridge Safety and Resilience Beijing University of Technology Beijing China)
ORCID (State Key Laboratory of Bridge Safety and Resilience Beijing University of Technology Beijing China)
(CCCC First Highway Consultants Co Xi'an Shanxi China)
(State Key Laboratory of Bridge Safety and Resilience Beijing University of Technology Beijing China)
(State Key Laboratory of Bridge Safety and Resilience Beijing University of Technology Beijing China)
(CCCC First Highway Consultants Co Xi'an Shanxi China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202400791
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.202400791.
  • About this
    data sheet
  • Reference-ID
    10814738
  • Published on:
    03/02/2025
  • Last updated on:
    03/02/2025
 
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