일체식 교량의 교대와 CFT Pile 연결부 성능에 관한 실험적 연구

서지정보

ㆍ발행기관 : 한국복합신소재구조학회 ㆍ수록지정보 : 복합신소재구조학회 논문집 / 7권 / 3호
ㆍ저자명 : 김대혁, 한상윤, 이호찬, 신성진, 강영종

목차

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

영어 초록

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.

참고 자료

없음