논문 상세보기

일체식 교량의 교대와 CFT Pile 연결부 성능에 관한 실험적 연구 KCI 등재

Experimental Study on Performance of Connection Between the Abutment and CFT Pile in Integral Abutment Bridge

  • 언어KOR
  • URLhttps://db.koreascholar.com/Article/Detail/317180
구독 기관 인증 시 무료 이용이 가능합니다. 4,000원
복합신소재구조학회 논문집 (Journal of the Korean Society for Advanced Composite Structures)
한국복합신소재구조학회 (Korean Society for Advanced Composite Structures)
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.

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
저자
  • 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