• 제목/요약/키워드: Railway rail

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대만 고속전철 단순교의 레일-구조물 상호작용 해석 (Rail-Structure Interaction Analysis for Simple Span Bridges of the Taiwan High Speed Railway)

  • Yong-Gil Kim
    • 한국안전학회지
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    • 제16권2호
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    • pp.130-135
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    • 2001
  • 고속 전철 특징 중의 하나인 장대 레일의 사용으로 인하여 발생하는 추가 응력과 변위에 대하여 대만 고속전철 교량에 대해서 검토한다. 또한 대만 고속 전철 교량 시방 규정의 중요한 특징인 사용지진을 레일-구조물 해석에 고려하도록 하는 규정을 적용 후 단순교의 응력 및 상대변위를 검토한다. 지진 시 지반 운동을 고려하며, 단순교의 지진 응답을 변위로 레일-구조물 상호 작용 해석에 적용시킨다. 지진하중 고려 유무에 따른 단순교의 응력 및 상대 변위를 검토한다.

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3호선 실제선로 조건에서의 레일경좌 변화에 따른 철도차량 주행안전성 해석 (Running Safety Analysis of Railway Vehicle depending on Rail Inclination Change on Actual Track of Subway Line No.3 in Seoul)

  • 김태건;이희성
    • 한국안전학회지
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    • 제31권3호
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    • pp.130-135
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    • 2016
  • It is very hard to analyze the train derailment safety quantitatively at the curved section because of the diversified affect parameters including the complex interaction between wheel and rail, the train conditions such as the shape of wheel, suspension system, the track conditions such as the radius of curve, cant, transition curve, and the operation conditions, etc. Two major factors related to the running safety of railway vehicle are classified as the railway vehicle and the track condition. In this study, when the railway vehicle passing through curves of actual track condition of subway line NO.3 in seoul ($Yeonsinnae{\leftrightarrow}Gupabal$), the effect that has influence on running safety depending on rail inclination. The analysis result of 1/40 rail inclination condition is more favorable on running safety than other rail inclination conditions because derailment coefficient and wheel unloading ratio are the lowest.

경제성분석 단계에서 적용되는 도로와 철도부문의 화물운행비 산정방안에 관한 연구 (A Study On the Estimation of Logistics Transportation Cost for Economic Analysis)

  • 이준;장준석;엄진기;문대섭
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.465-471
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    • 2011
  • In order to make an feasibility analysis of such as rail and road transportation infrastructure, it is common to perform economic analysis. one of the most important thing is how to estimate the operation cost of freight rail because that is required during the analysis time period and sometimes that takes more cost than the construction cost. Therefore, this study is to perform the verification of freight rail operation cost which is applied to the economic analysis of railway investment analysis. for this, it is compared truck operation cost variation with freight rail operation cost, when freight volume is converted from road to railway. In conclusion the cost variation of railway part is bigger than road part so it is necessary to improve the operation cost of freight rail estimation process.

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철도차량의 동적거동에 대한 레일이음매의 영향 (Field Test: Effects of a Rail Joint on the Dynamic Behavior of Railway Bridge)

  • 김현민;오지택;황원섭;조은상
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 춘계학술대회 논문집
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    • pp.1174-1179
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    • 2004
  • Field tests were conducted to investigate effects of a rail joint on the dynamic behavior of railway bridge. A four-span simpled supported plate girder bridge which has a rail joint on the third span was selected for tests. At the operating train loading, the induced vibration of the first and third span has been examined. The dynamic magnification ratio was used for quantitative analysis of impact effects caused by rail joint. The result of tests show that dynamic behavior of railway bridge picked up considerably due to a rail joint.

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강우시 철도성토사면의 열차운전규제기준에 관한 연구 (A Study on the rail-transport operation control for railway embankment under rainfall)

  • 김현기;박영곤;신민호;김수삼
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2001년도 추계학술대회 논문집
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    • pp.514-519
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    • 2001
  • There are a close relationship between natural disasters and train safety. So it is very important to guaranty train safety using reasonable rail-transport operation control against disasters. Therefore, based on the past record of rainfall at failure, rail-transport operation control for railway embankment under rainfall was set up. After slope check list at home and abroad had been analyzed, new slope check list was suggested and site investigations were carried out using this check list. In order to evaluate the stability of railway slopes under rainfall, explanatory variables and subordinate variables were selected for multi-variate analysis and critical rainfall was defined by statistical process. Rail-transport operation control including regional and geological properties was suggested by analyzing the critical rainfall and rail-transport operation control in other country, and this will be a good tool to control train speed under rainfall and to secure train safety.

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3차원 휠-레일 접촉해석을 이용한 철도차량 동역학 해석 (Railway vehicle dynamic analysis using an 3-dimensional wheel-rail contact analysis)

  • 강주석
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.18-24
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    • 2010
  • 철도차량의 동특성 해석을 위한 기존의 연구는 대부분 2차원 접촉해석에 근거한 근사해법에 의존해 왔다. 최근에 휠-접촉해석에 대한 정확한 해를 구하기 위해 3차원적 접근방법이 제시되고 있지만, 계산시간의 과다로 인해 실제 시뮬레이션 적용에는 효과적이지 못했다. 본 연구의 주요 관점은 효율적인 3차원 휠-레일 접촉 해석을 통해 휠-레일 접촉력을 계산하여 철도차량의 동특성 해석의 새로운 방법을 제시하고자 하는 것이다. 이를 통해, 3차원 휠-레일 접촉해석 및 휠셋의 동적 계산식이 제시된다.

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철도 전동 소음의 관점에서 해석한 국내 철도의 진동 특성 비교 (Comparison of track vibration characteristics for domestic railway tracks in the aspect of rolling noise)

  • 유정수;장승호
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2013년도 춘계학술대회 논문집
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    • pp.644-647
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    • 2013
  • The important source of noise from railways is rolling noise caused by wheel and rail vibrations induced by acoustic roughness at the wheel-rail contact. The main contributors for rolling noise are the sleepers, rail and wheels. In order to analyze and predict rolling noise, it is necessary to understand the vibrating behaviors of railway tracks, as well as the wheels. In the present paper, theoretical modelings of the railway track are reviewed in terms of the rolling noise, and they are applied for the three representative types of domestic railway tracks operated: the conventional ballasted track, KTX ballasted track and KTX concrete track. The characteristics of waves propagating along rails were investigated and compared between the tracks. The tracks were modeled as discretely supported Timoshenko beams and compared in terms of the averaged squared amplitude of velocity which is directly related to the sound radiation from the rails.

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우리나라 철도컨테이너 수송서비스 평가와 과제 (A Study on the Evaluations and Issues of Rail Container Transport in Korea Railway)

  • 우정욱;안준용;김형기
    • 한국철도학회논문집
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    • 제12권5호
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    • pp.751-760
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    • 2009
  • 본 연구는 화물수송을 둘러싼 사회적 경제적 환경변화 속에서 철도물류의 활성화가 시대적 과제가 되고 있는 시점에서 철도로의 모달시프트가 기대되는 철도컨테이너수송에 주목하여 화주, 복합운송업체, 운영자를 대상으로 설문조사를 실시, 철도의 이용현황, 이용확대를 위한 개선사항, 환경문제에 대한 대응상황을 분석함으로써 철도물류서비스의 생산성 향상을 위한 개선방안, 나아가 국가정책과의 공동보조를 통한 철도화물수송으로의 모달시프트 가능성에 대하여 검토하였다.

철도시스템의 안전관리를 위한 인적요소 분야의 표준에 대한 연구 (Review of International Standards Related to Human Factors for Managing Railway System Safety)

  • 박홍준;김사길;변승남
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집
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    • pp.1347-1350
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    • 2009
  • Rail human factors research has grown rapidly in both quantity and quality of output over the past few years. The continual influences of safety concerns, new technical system opportunities, reorganisation of the business, needs to increase effective, reliable and safe use of capacity, and increased society, media and government interest have now accelerated rail human factors research programmes in several countries. In this paper we review international standards and guidelines on rail human factors, covering driving, signalling and control, maintenance, reporting systems, passenger interests, management, planning and technical systems change. The purpose of this study is to define the criteria regarding human factors for managing railway system safety. Therefore, some rail human factors suggested in this study may be used as basic data for supporting the Korean railway system safety.

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국내ㆍ외 현황 분석을 통한 도시철도 곡선부 선로선형 설계기준 연구 (A Study on the Design Criteria of the Alignment in the Curve for Urban Rail Transit)

  • 신정렬;홍재성;이우동;김길동;한석윤;양신추
    • 한국철도학회논문집
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    • 제6권3호
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    • pp.203-208
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    • 2003
  • With designing alignment of railway for urban rail transit, a greater attention is paid to the riding safety and the comfort of the passengers. Especially, cant, transition curve, minimum curve radius are considered as very important alignment factors for the curve. For the above alignment factors, in this study, comparative studies on the design criteria of foreign rail transit are conducted. And reasonable design criteria of the alignment for urban rail transit are proposed.