Numerical investigation of the effects of connection rotational stiffness on block shear capacity of coped beams with a welded end connection
Auteur(s): |
WeiWei Sun
Feng Wei |
---|---|
Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | International Journal of Steel Structures, 2011, n. 3, v. 11 |
Page(s): | 325-333 |
DOI: | 10.1007/s13296-011-3007-x |
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10128119 - Publié(e) le:
10.12.2018 - Modifié(e) le:
10.12.2018