지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2011.10
- 수록면
- 375 - 381 (7page)
이용수
초록· 키워드
오류제보하기
The passage of railway vehicles generates mechanical vibrations and noises. This problem can be mitigated by the ‘floating slab track’ that isolating from infrastructures by installing vibration isolator in the concrete slab track. In the previous researches, adjacent floating slab tracks are connected by dowel bar system. It has been reported that many dowel bars with less diameter show better load transfer efficiency (LTE) compared to small number of dowel bars with larger diameter under the condition of the same dowel area. In this study, dowel system is further considered as a concrete anchorage system and the design strength of the dowel system was evaluated based on ACI code 318-08 Appendix D. The design strength of dowel system is then verified against failure load test of floating slab system.
목차
ABSTRACT
1. 서론
2. 파괴거동 실험 및 해석
3. 플로팅 슬래브 연결부의 설계 강도
4. 결론
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UCI(KEPA) : I410-ECN-0101-2013-326-001082975