• Title/Summary/Keyword: 철도 건널목

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Development of the Risk Assessment Model for Railway Level-Crossing Accidents by Using The ETA and FTA (ETA 및 FTA를 이용한 철도 건널목사고 위험도 평가 모델 개발에 대한 연구)

  • Kim, Min-Su;Wang, Jong-Bae;Park, Chan-Woo;Cho, Yeon-Ok
    • Journal of the Korean Society for Railway
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    • v.12 no.6
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    • pp.936-943
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    • 2009
  • In this study, a risk assessment model based on the ETA (Event Tree Analysis) and FTA (Fault Tree Analysis) is developed according to the procedure of hazard analysis and risk assessment in order to estimate the risk quantitatively. The FTA technique is applied to estimate the branch probability (frequency) and the ETA technique is applied to estimate the consequence for each branch path on the ET (Event Tree). A risk assessment model is developed by the combination of those ETA and FTA. In addition, the reliability and the validity of the risk assessment model are verified by comparing the risk estimated through the developed model with the actual equivalent fatality.

The Study on Highway-Rail Grade Crossings Improvement System in Korea (건널목 개량제도에 관한 고찰)

  • Lee Soon-Cheul;Bhang Youn-Keun
    • Journal of the Korean Society for Railway
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    • v.8 no.4
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    • pp.385-390
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    • 2005
  • In Korea, about 60 percent of railroad accidents are associated with highway-rail grade crossings numbering 1,657 nationwide, which the railroad system operates. To reduce the number of accidents, the authority formulated methods to improve or eliminate grade crossings. However, the improvement programs have made progress in slow time due to the institute inertia and the lack of funds from the municipal government, which shares the cost of improvement of grade crossings. Thus, this study analyses the institute system of the grade crossings, proposes modifications, and suggests financing methods to improve the grade crossings and to lower the number of accidents. Presently, the grade crossings safety perspective is directed towards road conditions and so a new perspective, which includes safety from the train perspective and to finance in review of railway system and to allocate the cost between the central government and the municipal governments. is discussed.

Development of the Railway Crossing Risk Assessment Software; Focused on the Improvement of Parametric Record Management for Railway Crossings Safety (철도건널목의 위험평가 S/W개발 ; 철도건널목 안전관리를 위한 이력관리대상 도출을 중심으로)

  • Hong Seon-Ho;Wang Jong-Bae;Kim Sang-Ahm;Park Chan-Uh
    • Proceedings of the KSR Conference
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    • 2004.06a
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    • pp.254-261
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    • 2004
  • Recently because of high-speed operation of trains, railway crossings become more and more hazardous components among the whole ones of railway system. It is desirable to remove all the railway crossings for reducing fatalities at railway crossings. it is impossible to eliminate all the crossings for unrealistic investment, so it should be considered to construct multi-level crossings by the order of priority. In this paper operation conditions, various hazard factors on the train accident at domestic railway crossings and foreign cases of risk-based safety assessment models are reviewed and then necessary record data that be added and modified, some essential considerations for developing railway crossing safety assessment software program are proposed.

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Study on Design of Rail Level Crossing System for Preventing from Non-Alarming Status Caused by Track Shunting Sensibility Errors (레일 단락감도 불량으로 발생하는 무경보 예방을 위한 건널목보안장치 설계)

  • Jang, Dong-Wan;Jeon, Tae-Hyun
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.24 no.1
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    • pp.160-166
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    • 2010
  • Railroad level crossing systems are used to prevent train from collisions by informing pedestrians and vehicles of approaching trains on the level crossing. The current detection systems mostly use track-based electrical circuits to detect approaching trains. The making and breaking of the circuit when the train wheel passes along the track sends a signal to barriers that restrict access to the track. Unfortunately, this track-based signal system is vulnerable to malfunctions in certain situations. If the rail becomes rusted due to moisture, weather conditions, or infrequent use, the electrical circuit detection system could fail. Such a failure could lead to a train-vehicle or train-pedestrian collision. This paper suggests a replacement of the electrical circuit-based system with an infrared detection system. The research shows that an infrared detection system improves safety by reducing the frequency of detection failure of the alarming circuit to system.

A study of Detection Device using Stereo Camera in the Railway Crossing (스테레오 카메라를 이용한 건널목 장애물 검지장치)

  • Cho, B.-K
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.1285-1290
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    • 2004
  • Crossing is the place which train, car and pedestrian adjoin, and the weak place. Also, crash accident between train and large size car is possible to be serious. So, various crossing obstacle detection device was developed, and it contribute to reduce the crossing accident.

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F-Hessian SIFT-Based Railroad Level-Crossing Vision System (F-Hessian SIFT기반의 철도건널목 영상 감시 시스템)

  • Lim, Hyung-Sup;Yoon, Hak-Sun;Kim, Chel-Huan;Ryu, Deung-Ryeol;Cho, Hwang;Lee, Key-Seo
    • The Journal of the Korea institute of electronic communication sciences
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    • v.5 no.2
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    • pp.138-144
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    • 2010
  • This paper presents the experimental analysis of a F-Hessian SIFT-Based Railroad Level-Crossing Safety Vision System. Region of surveillance, region of interests, data matching based on extracting feature points has been examined under the laboratory condition by the model rig on a small scale. Real-time system were observed by using SIFT based on F-Hessian feature tracking method and other common algorithm.

Evaluation on Structural Stability of Railway Level Crossing System using Rubber Panel by High Speed Train Gust (고무보판 패널 철도건널목 시스템의 고속열차 풍하중에 대한 구조 안정성 분석)

  • Choi, Jung-Youl;Kim, Sang-Jin;Shin, Tae-Hyoung;Chung, Jee-Seung
    • The Journal of the Convergence on Culture Technology
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    • v.5 no.2
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    • pp.355-360
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    • 2019
  • In this study, the structural stability of the railway level crossing system using rubber panel for high speed lines was investigated by applying the specification for wind load conditions (Train gust) of high speed train (300km/h and 360km/h). A finite element analysis using three-dimensional modeling was carried out by applying the field conditions that was installed with the complicated configuration of the rubber plate panel system. As a result of this study, the structural stability of the rubber plate panel system for high speed train gust was analytically verified.