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Experimental and numerical study on overall buckling behavior of Q460 high-strength steel continuous beams with welded singly symmetric I-section

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 280
Page(s): 115678
DOI: 10.1016/j.engstruct.2023.115678
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.2023.115678.
  • About this
    data sheet
  • Reference-ID
    10707971
  • Published on:
    21/03/2023
  • Last updated on:
    21/03/2023
 
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