2015
DOI: 10.29173/mocs154
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Steel Beam-Column Joint with Discontinuous Vertical Reinforcing Bars

Abstract: The authors proposed steel beam-column connections for precast concrete frames in previous studies. The steel-concrete composite frames provided fast assembly time as steels with economy of concrete structures. However, when enough space is not available at column-beam joints steel sections from beams cannot be connected with column brackets. This paper suggests that some vertical reinforcing bars are disconnected at joints by connecting vertical steel reinforcements to steel plates placed above and below colu… Show more

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