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A study to enhance the deformation capacity of beam-to-column connections using high strength steel having high yield ratio

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Steel Structures, , n. 1, v. 16
Page(s): 73-89
DOI: 10.1007/s13296-016-3007-y
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: 10.1007/s13296-016-3007-y.
  • About this
    data sheet
  • Reference-ID
    10093689
  • Published on:
    10/12/2018
  • Last updated on:
    10/12/2018
 
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