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Parametric study on load ratio effect on the flexural bending behaviour of axially-restrained HSS steel beams subjected to fire

Author(s):
Medium: journal article
Language(s): English
Published in: Journal of Structural Fire Engineering, , n. 4, v. 9
Page(s): 342-360
DOI: 10.1108/jsfe-10-2017-0042
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: 10.1108/jsfe-10-2017-0042.
  • About this
    data sheet
  • Reference-ID
    10201807
  • Published on:
    04/12/2018
  • Last updated on:
    04/12/2018
 
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