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Numerical investigation of the effects of connection rotational stiffness on block shear capacity of coped beams with a welded end connection

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Steel Structures, , n. 3, v. 11
Page(s): 325-333
DOI: 10.1007/s13296-011-3007-x
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/s13296-011-3007-x.
  • About this
    data sheet
  • Reference-ID
    10128119
  • Published on:
    10/12/2018
  • Last updated on:
    10/12/2018
 
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