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Evaluation of the lateral-torsional buckling of an I beam section continuously restrained along a flange by studying the buckling of an isolated equivalent profile

Author(s):


Medium: journal article
Language(s): English
Published in: Thin-Walled Structures, , n. 1, v. 45
Page(s): 77-95
DOI: 10.1016/j.tws.2006.11.005
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.2006.11.005.
  • About this
    data sheet
  • Reference-ID
    10382219
  • Published on:
    23/11/2019
  • Last updated on:
    23/11/2019
 
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