• 제목/요약/키워드: Railway regulation

검색결과 128건 처리시간 0.028초

철도시스템의 안전운영 검증을 위한 Safety Case 사례연구 (A Case Study on Safety Case for the Verification of Railway Safety)

  • 곽상록;김상암;왕종배;조연옥
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 추계학술대회 논문집
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    • pp.618-622
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    • 2005
  • Railway safety case is an important measure for demonstrates operating company's capability, commitment and competence in accordance with Railway Regulation 2000 in UK. Safety case describes the scope of operation, definition and boundary of activity, risk analysis, system safety activity, annul safety plan. Relationships between' these components and company's policy, organization, human resource, control measure, investment plan are also included. A case study for Network Rail (infrastructure manager)'s safety case is described in this paper for the construction of safety rule and safety planning.

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에너지 절감을 고려한 레일 해빙 시스템 구성에 관한 연구 (A study on the configuration of the Rail Heating System for Energy Saving)

  • 김종철;김경화;한성호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 추계학술대회 논문집
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    • pp.969-975
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    • 2005
  • A rail heating system can be classified as the method which uses a natural phenomena change in climate condition and the method which uses electric energy. The former uses a the sunshine and wind for frozen rail or snow. On the other hand, and the latter uses the electric energy. In this paper, to set up an effective thaw system in railway facilities using the electric energy, the component for thaw equipments, the installing method, the method for temperature regulation, and the maintenance technique will be analyzed and compared, which results in an introduction of an effective and economic scheme for respective railway systems. Although the portion of thaw system is not quite large in the entire railway facilities, a significant energy saving and cost reduction can be expected if the proper system is employed.

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전기철도 터널 및 고가 구조물의 차폐계수 산정에 대한 연구 (A Study on the Determination of the Screening Factors for the Tunnel and the Overbridge of the Electric Railway)

  • 최경;이향범;김형석;김학철
    • 전기학회논문지
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    • 제67권9호
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    • pp.1249-1256
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    • 2018
  • For the screening factor of the tunnel and overbridge structure in the electrified railway, the ITU-T regulation denotes only a theoretical estimation method, and the actual numeric values are notified differently by the official announcement of each nations. In this study, the factors which can affect the screening factor are investigated and analysed by FEM and a suitable calculation method based on multi-conductor line theory for the current pre-estimation formula for the induction noise voltage in the national notice is presented. The case studies are performed using the real data of the tunnel and the overbridge of the electrified railway, and a satisfactory formula for the determining of screening factor is derived.

도시철도시스템의 표준화기준 아키텍쳐 구축 및 인터페이스 관리방안 연구 (The Architecting and Interface Management and for Standard and Regulation of Urban Transit System)

  • 이우동;정종덕;김인구
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.1235-1240
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    • 2011
  • Urban transit system consist of complex system such as vehicle, signal, train control equipment, railway facilities, electricity facilities, station facilities and information & communications facilities. So a study on construction of management system for complex system. using system-engineering tool, Urban transit standardization of steps 2 perform architecture for urban transit standardization, requirement management and data-base construction. A study expect that provide more efficient and methodical information system to all user for using standardization.

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Preflex 철도교량의 실 운행열차하중에 대한 동적응답 분석 (A Dynamic Response Analysis about Real Train Loads of the Preflex Railway Bridge)

  • 오지택;김현민;최은수;이태균
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.1021-1027
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    • 2004
  • This research analyzed dynamic responses of the preflex railroad bridge. Vertical deflection and acceleration induced by operating train loads and test train loads were measured. Deflection of bridge by train traveling satisfies deflection limitation regulation (L/800) about the concrete bridge, but compare with UIC standard, vibration acceleration happened fairly greatly. Also test result show that acceleration receives greatly effect about the speed than deflection. It must discuss about vibration acceleration problems for speed elevation hereafter.

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미국 전동차 Manual bridge plate 에 대한 고찰 (Sturdy for the development of Bridge plate of SEPTA Sliver Line V)

  • 최세중;염경안
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.451-457
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    • 2008
  • The aim of the sturdy is for the development of Bridge plate installing on floor for SETPA Sliver line V. SEPTA train have pocket sliding door which is similar with domestic trains. typically In the USA railway market, Portable type and standing type bridge plate used, easily hiding the bridge plate in stowed position and convenience operation, Bridge plate installed on floor is designed. relative regulation Like CFR APTA, and EN, UIC is reviewed and compared.

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국내 도시철도 차량을 위한 FRACAS 기반의 신인성 관리 플랫폼 연구 (A Study on FRACAS-based Dependability Control Platform for Domestic Urban Railway Trains)

  • 장건;정창우;심동하
    • 한국IT서비스학회지
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    • 제19권3호
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    • pp.151-163
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    • 2020
  • This paper describes a study on the FRACAS(Failure Reporting Analysis and Corrective Action System)-based dependability control platform for domestic urban railway trains. There are more demands for the verification of the dependability of trains as it becomes a regulation for train manufacturers to verify the dependability recently. Train manufacturers as well as railway operators need a effective FRACAS solution to perform the verification of the dependability. Yet current FRACAS solutions have limitations to support the verification processes effectively. This paper addresses the issues of current FRACAS solutions and suggests a FRACAS framework designed for the domestic urban railway trains. Service failure scenarios are standardized using the proposed availability model to implement a more user-friendly and reliable platform. A new FRACAS-based platform for the dependability control (SCARF®) has been developed to implement the suggested framework. The detail interfaces and functions of the platform are explained. The SCARF® platform is expected to engage the increasing demands for the dependability control successfully enhancing the reliability, maintainability, availability and safety of domestic urban railway trains eventually.

경량전철 운전규칙 연구 (Operational Regulation on Light Rail Transit)

  • 황현철;조봉관;조홍식;홍재성;류상환
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2009년도 제40회 하계학술대회
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    • pp.1195_1196
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    • 2009
  • Light rail transit is classified to rubber-tired LRT, lear induction motor LRT, steel wheel LRT, monorail and tramway. LRT except for tramway are usually operated without driver and tramway are driven depending on driver's sight like usual car. LRT, which is one type of urban guided transit, shall be operated according to domestic "Operational Regulation for Urban Guided Transit" but existing regulation does not contain the safety related codes for driverless operation. In this paper, we investigate "IEC 62267 : Railway Application-Safety Requirements for Automated Urban Guided Transit" and compensate for existing operational regulation by referring to international standard and operational rule of commercial line.

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방진체결장치에 작용하는 수직하중 평가를 통한 성능시험하중 평가 (Evaluation of the Performance Test Load through the Estimation of Vertical Loads on Vibration-Proof Fastening Systems)

  • 양신추
    • 한국철도학회논문집
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    • 제19권6호
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    • pp.777-784
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    • 2016
  • 본 연구에서는 도시철도에 사용되는 방진체결장치가 현장에서 부담하는 하중의 체계적 평가를 통하여 방진체결장치의 성능시험하중에 대한 기준이 정립되었다. 방진체결장치가 가질 수 있는 동적 강성 범위를 알아보기 위하여 국내에서 공급 가능한 3가지 유형의 방진체결장치들에 대하여 동적 시험을 수행하였다. 이들 방진체결장치에 작용하는 하중을 평가하기 위하여 동적 강성을 변화하면서 차량-궤도 상호작용해석을 수행하였다. 해석의 중요 입력요소인 궤도틀림은 측정자료를 토대로 도출된 궤도틀림 PSD(Power Spectral Density) 회귀 함수로 고려하였다. 도시철도의 다양한 운영환경을 고려하여 방진체결장치에 작용하는 하중을 평가한 후, 평가된 하중을 토대로 방진체결장치의 성능시험하중에 대한 기준을 제시하였다.

고속철도의 안전운행을 위한 강우시 열차운전규제기준의 제안 (A Development of Rail-Transport Operation Control for High-Speed Railway under Rainfall)

  • 신민호;홍만용;이성혁;김현기;김정기
    • 한국방재학회 논문집
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    • 제3권2호
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    • pp.111-118
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    • 2003
  • 건설중인 경부고속철도에서는 열차의 운행안전을 확보하기 위하여 다양한 안정시스템을 채택하고 있어 예기치 못한 재해발생으로 인한 인적 물적 피해의 최소화에 만전을 기하고 있으나, 국외규정이 도입되는 과정에서 국내 선로, 기후, 지형 지질학적 특성을 반영한 국내규정으로는 정립되어 있지 않은 현실이다. 따라서, 본 연구에서는 강우시 고속철도의 안전한 운행을 위해 현재 설정되어 운용 예정인 강우시 운전규제를 위한 경계우량의 문제점을 파악하고 보완함으로써 보다 합리적인 경계우량의 재설정이 가능하였다. 또한, 이를 이용하여 CTC 등의 중앙통제기구에서 정상운행 경계발령 열차속도규제 운전정지의 4단계로 강우상황에 따라 열차의 안전을 명확하게 확보할 수 있을 것이며, 자연재해 발생 최소화에 기여할 수 있을 것이라 판단된다.