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Column-to-beam flexural strength ratio for rigorous strong-column–weak-beam design for steel–concrete composite frames

Author(s):

Medium: journal article
Language(s): English
Published in: Journal of Building Engineering, , v. 96
Page(s): 110669
DOI: 10.1016/j.jobe.2024.110669
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.jobe.2024.110669.
  • About this
    data sheet
  • Reference-ID
    10817874
  • Published on:
    03/02/2025
  • Last updated on:
    03/02/2025
 
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