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Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 190
Page(s): 246-261
DOI: 10.1016/j.engstruct.2019.04.008
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.2019.04.008.
  • About this
    data sheet
  • Reference-ID
    10311866
  • Published on:
    17/04/2019
  • Last updated on:
    17/04/2019
 
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