In this study, a quasi-static experiment was conducted on the connection performance between the integral abutment bridge and CFT pile. Six experiment specimen were manufactured and were divided into type A and type B. Experiment specimens of Type A were connected with bolts and experiment specimens of Type B were connected with hooks. In the experiment results the connection performance of Type B showed excellent performance more than that of Type A.

ABSTRACT
 1. 서 론
 2. 실험체
 3. 해석결과
 4. 결론
 References

• 김대혁(고려대학교 공과대학 건축사회환경공학부) | Kim Dae-Hyeok
• 한상윤(고려대학교 초대형 구조기술 연구소) | Han Sang-Yoon
• 신성진(㈜한맥기술 기술개발부) | Shin Sung-Jin
• 강영종(고려대학교 공과대학 건축사회환경공학부) | Kang Young-Jong