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Numerical study on the stiffness and ultimate strength of cold-formed steel C-shaped connectors under pull-out failure

Author(s): (Department of Civil Engineering, University of Isfahan, Isfahan, Iran)
(Department of Civil Engineering, University of Isfahan, Isfahan, Iran)
(Department of Civil Engineering, University of Isfahan, Isfahan, Iran)
Medium: journal article
Language(s): English
Published in: Australian Journal of Structural Engineering, , n. 2, v. 24
Page(s): 1-17
DOI: 10.1080/13287982.2022.2149977
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: 10.1080/13287982.2022.2149977.
  • About this
    data sheet
  • Reference-ID
    10700817
  • Published on:
    16/12/2022
  • Last updated on:
    20/04/2023
 
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