Earticle

초록

영어

In this study, experimental research was carried out to study the hysteretic behavior of flat plate slab- column exterior joints designed by high performance techniques, such as 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 1.12～1.25 times and showed stable hysteresis behavior and satisfactory crack pattern in comparison with the standard specimen(SRCFP).

목차

Abstract
 1. 서론
 2. 강섬유 보강 콘크리트를 적용한 플랫 플레이트 슬래브-기둥 내부 접합부의 설계변수
 3. 실험체 장치 및 실험방법
 4. 강섬유 보강 콘크리트를 적용한 플랫 플레이트슬래브-기둥 내부 접합부의 구조성능 평가
  4.1 이력거동 특성
  4.2 최대내력변화 특성
 5. 결론
 참고문헌

저자

• 하기주 [ Ha, Gee-Joo | 경일대 건축학부 교수, 공학박사 ]
• 신종학 [ Shin, Jong Hack | 경일대 건축학부 교수, 공학박사 ]
• 이동렬 [ Yi, Dong-Ryul | 사)건설기술정책연구원, 연구위원 ] 교신저자
• 이동근 [ Lee, Dong-Gun | 사)건설기술정책연구원, 연구원 ]

참고문헌