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Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 101
Page(s): 662-676
DOI: 10.1016/j.engstruct.2015.07.041
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.engstruct.2015.07.041.
  • About this
    data sheet
  • Reference-ID
    10169249
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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