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Improved line-element formulations for the stability analysis of arbitrarily-shaped open-section beam-columns

Author(s):


Medium: journal article
Language(s): English
Published in: Thin-Walled Structures, , v. 144
Page(s): 106290
DOI: 10.1016/j.tws.2019.106290
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.tws.2019.106290.
  • About this
    data sheet
  • Reference-ID
    10781999
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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