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
- 2011.5
- 수록면
- 725 - 732 (8page)
이용수
초록· 키워드
오류제보하기
The vibration resulting from railway operation is transmitted through the tunnel to adjacent buildings and the transmitted vibration radiates structure-borne noise which is causing a lot of public complaints by its negative effects to the buildings near tunnel.
This study performed the parametric study about sleeper space and track support stiffness in order to reduce vibration on the concrete track and near structures. In this study, it was compared and performed vibration analysis and field test about these. In addition, as changing the sleeper space and track support stiffness, vibration of the structures was evaluated. Via this study, in terms of reducing the figure of the sleeper space and track support stiffness to the half, as vibrating acceleration transmitted through concrete round is getting reduced, it transmitted through the tunnel was analysed to the same phenomena.
In conclusion, suggested track structure into this study, it can be applied to the track structure of existing line, and it is expected to be a new effective anti-vibration method to prevent public complaints.
This study performed the parametric study about sleeper space and track support stiffness in order to reduce vibration on the concrete track and near structures. In this study, it was compared and performed vibration analysis and field test about these. In addition, as changing the sleeper space and track support stiffness, vibration of the structures was evaluated. Via this study, in terms of reducing the figure of the sleeper space and track support stiffness to the half, as vibrating acceleration transmitted through concrete round is getting reduced, it transmitted through the tunnel was analysed to the same phenomena.
In conclusion, suggested track structure into this study, it can be applied to the track structure of existing line, and it is expected to be a new effective anti-vibration method to prevent public complaints.
목차
ABSTRACT
1. 서론
2. 국내ㆍ외 연구동향
3. 궤도방진구조 진동해석
4. 궤도방진구조 진동계측
5. 해석 및 계측결과 비교ㆍ분석
6. 결론
참고문헌
참고문헌 (0)
참고문헌 신청이 논문의 저자 정보
이 논문과 함께 이용한 논문
철도건설사업의 6시그마의 효율적 적용방안
홍성희
,
정성봉
한국철도학회 학술발표대회논문집
2011
.10
컨테이너 재처리 최소화를 위한 최적화 모형
김광태
,
김경민
,
이태윤
외 1명
한국철도학회 학술발표대회논문집
2011
.10
철도 시스템 가용성능 시뮬레이션 개념 모형
김종운
,
김희욱
,
온정근
외 2명
한국철도학회 학술발표대회논문집
2011
.10
도시철도시스템의 표준화기준 아키텍쳐 구축 및 인터페이스 관리방안 연구
이우동
,
정종덕
,
김인구
한국철도학회 학술발표대회논문집
2011
.10
전방 차수층이 쉴드터널 초과 이수압에 미치는 영향
이용준
,
이상덕
한국철도학회 학술발표대회논문집
2011
.10
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2013-326-000450839