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영어

specimens for RC and SC wall-slab joint was tested. To investigate the joint performance of the specimens, distribution of shear force and fixidity between wall and slab was surveyed by monotonic loading. We selected 3 types of transfer mechanism of shear force to the wall-slab joint ; 1. The shear force resister by the friction on the joint surface, 2. The shared shear force by the shear plate, 3. The shared shear force by studs on the joint surface. and evaluate the degree of contribution of each part in shear transfer. Especially, slippage of the top rebar was investigated to evaluate the fixidity of the wall-slab joint.