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Numerical Study and Design Method for Lateral Torsional Buckling of High-Strength Steel Beams

Author(s): ORCID (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
ORCID (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
ORCID (Construction Research Centre, National Research Council Canada, 1200 Montreal Road, Ottawa, ON K1A 0R6, Canada)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455425501652
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: 10.1142/s0219455425501652.
  • About this
    data sheet
  • Reference-ID
    10796270
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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