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General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 207
Page(s): 110230
DOI: 10.1016/j.engstruct.2020.110230
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.2020.110230.
  • About this
    data sheet
  • Reference-ID
    10410515
  • Published on:
    05/02/2020
  • Last updated on:
    05/02/2020
 
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