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Negative moment cracking control method of continuous Steel‐Concrete composite girder bridge based on UHPFRC thin layers

Author(s): ORCID (Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha China)
ORCID (Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha China)
(Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering Hunan University Changsha China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 24
Page(s): 1720-1722
DOI: 10.1002/suco.202200349
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.202200349.
  • About this
    data sheet
  • Reference-ID
    10707448
  • Published on:
    21/03/2023
  • Last updated on:
    02/09/2023
 
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