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Critical load for shear-induced lateral-distortional buckling in I-section steel beams considering flexural stiffness ratio

Author(s): ORCID




Medium: journal article
Language(s): English
Published in: Structures, , v. 62
Page(s): 106191
DOI: 10.1016/j.istruc.2024.106191
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.istruc.2024.106191.
  • About this
    data sheet
  • Reference-ID
    10771198
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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