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Flexural behavior of different types of steel-concrete composite decks with perfobond rib or head stud shear connectors

Author(s): (School of Civil Engineering, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
ORCID (School of Civil Engineering, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
(School of Civil Engineering, Southeast University, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 7, v. 26
Page(s): 136943322311539
DOI: 10.1177/13694332231153954
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: 10.1177/13694332231153954.
  • About this
    data sheet
  • Reference-ID
    10708902
  • Published on:
    21/03/2023
  • Last updated on:
    30/05/2023
 
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