Effect of flexural reinforcement type and ratio on the punching behavior of RC slab-column edge connections subjected to reversed-cyclic lateral loads
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DOI: 10.1016/j.engstruct.2019.109703
Abstract: Abstract Three full-scale reinforced-concrete (RC) slab-column edge connections were constructed and tested to failure under a combination of gravity load and uniaxial reversed-cyclic lateral load. The main test parameters were the flexural reinforcement type [steel… read more here.
Keywords: flexural reinforcement; edge connections; column edge; slab column ... See more keywords