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Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 264
Page(s): 114468
DOI: 10.1016/j.engstruct.2022.114468
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: 10.1016/j.engstruct.2022.114468.
  • About this
    data sheet
  • Reference-ID
    10677912
  • Published on:
    17/06/2022
  • Last updated on:
    17/06/2022
 
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