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Flexural-Torsional Buckling Behavior and Design for High-Strength Steel Beams in Fire Conditions

Author(s): (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
(School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
(School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 3-4, v. 22
DOI: 10.1142/s0219455422400065
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/s0219455422400065.
  • About this
    data sheet
  • Reference-ID
    10661488
  • Published on:
    28/03/2022
  • Last updated on:
    09/05/2022
 
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