In this study, experimental research was carried out to study the high strength RC exterior beam-column joints regions, without the shear reinforcement, using high ductile fiber-reinforced mortar. Test results showed that specimen BCJNSP1.0 were increased th maximum load-carrying capacity and showed stable hysteresis behavior and satisfactory crack pattern in comparison with th specimen BCJNS without shear reinforcement in the beam-column joint region.

• 하기주(경일대학교 건축공학과 교수, 사)건설기술정책연구원 원장, 공학박사) | Ha, Gee Joo
• 이동렬(사)건설기술정책연구원 연구위원, 공학박사) | Yi, Dong Ryul Corresponding Author
• 하영주(경일대학교 건축공학과 박사과정, ㈜코리아이앤씨 대표) | Ha, Young Joo
• 신종학(경일대학교 건축공학과 교수, 사)건설기술정책연구원 원장, 공학박사) | Shin, Jong Hak