Acknowledgement
본 논문은 행정안전부의 방재안전분야 전문인력 양성사업의 지원을 받아 수행되었습니다.
Current building structural standards require the shear strength and rigidity in the design of vertical construction joints in a slurry wall. This paper proposes a shear key resistance method for shear connection of vertical construction joints, and compares its structural performance with the currently prevalent method of shear friction rebar. The study found the structural performance of the shear key resistance method was significantly better than that of the shear friction rebar method.
본 논문은 행정안전부의 방재안전분야 전문인력 양성사업의 지원을 받아 수행되었습니다.