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A novel approach for the optimum cross-section design of thin-walled box section beams subject to oblique bending based on both adequate-strength and local stability conditions

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.2024.106899.
  • About this
    data sheet
  • Reference-ID
    10793105
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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