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Axial-Shear-Flexural Interaction Behavior of a Double-Span Steel Beam Under a Column-Loss State Using the Pushdown Method

Author(s): ORCID
ORCID
ORCID

Medium: journal article
Language(s): English
Published in: International Journal of Steel Structures, , n. 3, v. 23
Page(s): 675-691
DOI: 10.1007/s13296-023-00721-7
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: 10.1007/s13296-023-00721-7.
  • About this
    data sheet
  • Reference-ID
    10708667
  • Published on:
    21/03/2023
  • Last updated on:
    02/09/2023
 
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