This study was examined to the shear friction applied compressive stress at construction joint and monolithic joint with or without transverse reinforcement. The analysis of test results were compared with ACI 318 code. The reduction ratio of the shear friction strength regardless of construction joint were similar with ACI 318 code. The relative slip amount at the peak of shear stress on the all of the specimens was increased about 33% by the transverse reinforcement.

• 황용하(경기대학교 대학원 건축공학과 석사과정) | Hwang, Yong Ha
• 양근혁(경기대학교 플랜트·건축공학과 정교수, 공학박사) | Yang, Keun Hyeok 교신저자
• 이경호(경기대학교 대학원 건축공학과 박사과정) | Lee, Kyung Ho
• 권혁진(경기대학교 대학원 건축공학과 석사과정) | Kwon, Hyuck Jin