Under cyclic loading, the shear capacity of reinforced concrete (RC) beam-column connections is significantly decreased by the joint bond-slip and shear cracking as deformation increases. In the present study, Joint shear strength model on the basis of bond-slip was developed to evaluate deformability at the joint shear failure.

• 황현종(서울대학교 건축학과 박사과정) | Hwang, Hyeon Jong
• 엄태성(대구가톨릭대학교 조교수) | Eom, Tae Sung
• 박홍근(서울대학교 건축학과 교수) | Park, Hong Gun Corresponding Author