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Numerical modeling techniques and investigation into the flexural behavior of two‐way posttensioned concrete slabs with profiled steel sheeting

Author(s): (School of Engineering and Built Environment Griffith University, Gold Coast Campus Southport Queensland Australia)
ORCID (School of Engineering and Built Environment Griffith University, Gold Coast Campus Southport Queensland Australia)
(College of Engineering & Science Victoria University Melbourne Victoria Australia)
ORCID (EDGE Consulting Engineers Helensvale Queensland Australia)
(EDGE Consulting Engineers Helensvale Queensland Australia)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 24
Page(s): 2674-2698
DOI: 10.1002/suco.202200180
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.202200180.
  • About this
    data sheet
  • Reference-ID
    10695259
  • Published on:
    11/12/2022
  • Last updated on:
    02/09/2023
 
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