In this study, experimental research was carried out to study the structural performance of slab-column joints designed by the application of reducing of joint regions damage using steel fiber reinforced concrete.
Test results showed that specimens(RCFPS series) were increased the maximum load-carrying capacity by 1.12~1.23 times and showed stable hysteresis behavior in comparison with the standard specimen(SRCFP).

• 하기주(경일대학교 건축공학과 교수, 사)건설기술정책연구원 원장, 공학박사) | Ha, Gee Joo
• 신종학(경일대학교 건축공학과 교수, 사)건설기술정책연구원 선임연구위원, 공학박사) | Shin, Jong Hack
• 이동렬(사)건설기술정책연구원 연구위원, 공학박사) | Yi, Dong Ryul
• 이동근(사)건설기술정책연구원 연구원, 공학석사) | Lee, Dong Gun