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An Experimental Study on Shear Friction Behavior of RC Slab and SC(Steel Plate Concrete) Wall Structure with Connection Joint

RC 슬래브와 SC 벽 접합부의 전단마찰 거동에 관한 실험연구

  • Received : 2013.06.27
  • Accepted : 2013.10.02
  • Published : 2013.12.27

Abstract

In this study, the structure behavior of RC slab and SC shear wall connection was investigated. Also experimental study was performed to evaluate the factor of safety of demand shear connection strength in KEPIC SNG Standard. As a result, shear friction strength of connection was known about 300kN and shear strength of rebar increased according to the displacement increase. With the installment of the lower rebars, 40% shear strength increased compared to the non-rebar specimen.

Acknowledgement

Grant : 기기 구조물 복합모듈화 기술개발

Supported by : 지식경제부

References

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