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Performance of bolted steel-beam to CFST-column joints using stiffened angles in column-removal scenario

Author(s):



Medium: journal article
Language(s): English
Published in: Journal of Constructional Steel Research, , v. 159
Page(s): 459-475
DOI: 10.1016/j.jcsr.2019.05.011
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.jcsr.2019.05.011.
  • About this
    data sheet
  • Reference-ID
    10314397
  • Published on:
    07/06/2019
  • Last updated on:
    07/06/2019
 
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