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Publikováno v:
Journal of Civil Engineering and Management, Vol 25, Iss 5 (2019)
This research proposes connection configurations of two types for non-intersecting H-section steel beam and column. To elucidate the mechanical behavior of the proposed connections, full-scale moment connection tests and finite element analyses were
Externí odkaz:
https://doaj.org/article/2f32befef217484894af44630fce9a67
