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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

This publication has been cited in the following 9 other publication(s):

  • About this
    data sheet
  • Reference-ID
    10382219
  • Published on:
    23/11/2019
  • Last updated on:
    23/11/2019
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