SET Proceedings 2978-4387 Caravel Press 10.65582/set.2008.166 2008.166 The Effect of Anchorage of Shear Reinforcement in Flat Plate Slab ChoiHyun-Ki chk7796@naver.com KimJun-Seo ggojilee2@naver.com ChoiYun-Cheul 21ycchoi@naver.com LeeMoon-Sung moonlee@hanyang.ac.kr ChoiChang-Sik Dept of Architectural Engineering, Hanyang Univ., Seoul, Korea(R) Dept of Architectural Environmental Engineering and Building Service, ChungWoon Univ., Hongseong, Korea(R) 24082008 7 1 978-1-995850-08-5 1221 1228 24 August 2008 © 2008 Copyright WSSET 2008

The punching shear on the flat plate slab-column connection can bring about the reason of the brittle punching shear failure which may result of collapsing the whole structure. From the development of residential flat plate system, the shear reinforcement is developed for preventing the punching shear. For making sure of the punching shear capacity, developed for shear reinforcement in slab-column connection, the structural test is performed. The dimension of the slabs was 2620*2725*180mm with square column(600*800mm). The slabs were tested up to failure monotonic vertical shear forces. The presences of S/S bar and wire mesh substantially increased the punching shear capacity and the ductility of the slab-column connections.

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