Two types of connection between the abutment and CFT pile were proposed for the sub-structure of the integral abutment bridge. One was a bolt connection (Type-A) and the other was a hook connection (Type-B). To analyze the performance of connection Type-A and Type-B, a quasi-static experiment was carried out. According to experimental results, the destruction occurred at the connection point and so both type A and type B need to have a reinforced design as the link between the abutment and CFT pile. However, when the load resistance performance and energy dissipation capacity was analyzed, the performance of connection Type-B was superior to the performance of connection Type-A.

1. 서 론
 2. 실험개요
  2.1 실험계획
  2.2 실험방법
 3. 실험결과 및 분석
  3.1 일체식 교량 연결부 사용성능
  3.2 연결부 안전성능
 4. 결 론
 REFERENCES

• 김대혁(고려대학교 건축사회환경공학과 박사과정) | Kim Dae-Hyeok
• 한상윤(고려대학교 초대형 구조기술 연구소 연구교수) | Han Sang-Yun
• 이호찬(고려대학교 건축사회환경공학과 박사과정) | Lee Ho-Chan
• 신성진(㈜한맥기술 기술개발부 이사) | Shin Sung-Jin
• 강영종(고려대학교 건축사회환경공학부 교수) | Kang Young-Jong Corresponding author