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Lateral-torsional buckling resistance of non-prismatic and prismatic mono-symmetric I-section steel beams based on stress utilization

Author(s):




Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 305
Page(s): 117758
DOI: 10.1016/j.engstruct.2024.117758
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.2024.117758.
  • About this
    data sheet
  • Reference-ID
    10769368
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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