• 제목/요약/키워드: High-Speed Railway Systems

검색결과 348건 처리시간 0.028초

철도차량 하부부품 열화상 모니터링 시스템 개발 (Development of Thermal Monitoring System for Inspection of Railway Components)

  • 서정원;권석진;김형진;이찬우;김민수;함영삼
    • 한국정밀공학회지
    • /
    • 제30권7호
    • /
    • pp.687-693
    • /
    • 2013
  • The service conditions of railway cars have become more difficult in recent years due to increased speed. Faulty components in the railcars may result in service interruption, or in extreme cases, derailment. Thus, it is important to diagnose and monitor the main components of railcars. Temperature monitoring is one of the basic methods used to diagnose abnormal conditions in the main components of railway cars, such as in bearings, reduction gears, and traction motors. In this study, we developed a monitoring system for the main components, using an infrared thermography technique. This technique has the advantage of infrared thermal camera imaging of temperature contours in the components. Various hardware and software components of the monitoring system are used to acquire the sensor data, to identify potential problems in railcar operation.

한국형 고속전철용 신호시스템의 실험실 시험을 위한 통합 신호시스템 (Integrated Railway Signaling Systems for Laboratory Testing of Next-generation High-speed Train)

  • 황종규;이종우;박용진
    • 전기학회논문지P
    • /
    • 제53권1호
    • /
    • pp.32-39
    • /
    • 2004
  • Railway signaling systems consist of several vital computerized equipment such as CTC(Centralized Traffic Control), EIS(Electronic Interlocking System), ATC(Automatic Train Control) and so on. Currently, the project for development of railway signaling systems for the next-generation high-speed train is progressed according to the G7 project and railway signaling related several companies and research institute are joined this project consortium. The railway signaling systems, being developed in this project, called as a kTCS(Korean Train Control System), is composed of kTCS-CTC, kTCS-IXL, kTCS-ATC and etc. kTCS signaling systems have to be operated at the laboratory testing level as integrated signaling systems by interface between each railway signaling systems before railway field installation and revenue service. To solve this matter, communication protocols between each signaling equipment are designed and message codes for each defined protocols have defined. And also several equipment has developed for the railway integrated signaling systems for laboratory testing. We has plentifully tested and verified the designed protocols and the characteristics of integrated railway signaling systems with our developed each kTCS signaling equipment and communication protocols. In this paper, the integrated kTCS system including communication protocols is presented.

세계 고속열차 기술개발 동향과 시사점 (Overview and Implication of Technical Trend of New High-speed Train in the World)

  • 박춘수;김기환;김상수
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2008년도 춘계학술대회 논문집
    • /
    • pp.862-867
    • /
    • 2008
  • High-speed railway is important transportation in the world because it is very comfortable, environmental benefits, energy savings, etc. The increase of demand for high-speed railway influence to develop of new hish-speed trains. Many countries introduced new high-speed train in the market. It meets to the market's needs. They adopt new technology and systems like that active suspension, synchronous permanent magnetic motor, distributed drive system, aero acoustics, etc. In Korea, the project for R&D of new high-speed train is launched last year. We need analysis of technical trend of new high-speed trains in the world. This paper presents a overview of technical trend of new high speed trains and what is key issues in development of high-speed train. It is very useful to develop a next generation high-speed train in Korea.

  • PDF

Review of the Improvement Plans on Catenary Systems for Speed Increase in Gyeongbu High-Speed Line

  • Eum, Ki Young;Yun, Jangho;Lee, Kiwon;Kim, Jung Hwan
    • International Journal of Railway
    • /
    • 제6권2호
    • /
    • pp.64-68
    • /
    • 2013
  • In recent years, the speed of a train has been recognized as one of the important factors to determine the competitiveness as a mean of transportation. In line with this, infrastructure improvements and enhancements are being made with increases in the speed of train. Accordingly, there is a need to establish plans for infrastructure improvements through a comprehensive analysis of signals, track/civil engineering, catenary and environment, etc. to improve the speed of a train of high-speed train service sections in Korea. This study proposes improvement plans for catenary systems by investigating the possibility of improvements through performance analysis of catenary equipment by speed increase based on the analysis on catenary systems in Gyeongbu high-speed line, and analysis the applicability of catenary improvements and economic feasibility.

Continuous Comfort 방법을 이용한 국내외 고속철도 승차감 비교 (Comparison of Ride Comfort between Korean and European High Speed Railway by using Continuous Comfort Method)

  • 최일윤;엄주환;이준석;최민지;임지훈
    • 한국철도학회논문집
    • /
    • 제18권3호
    • /
    • pp.203-211
    • /
    • 2015
  • 차량의 승차감은 차체의 성능 뿐만 아니라 궤도의 특성에 의해서도 영향을 받게 되므로, 궤도선형 및 궤도틀림의 관리를 위하여 차량의 승차감 평가결과를 이용한다. 본 논문에서는 차체의 진동가속도 계측데이터를 이용하여 궤도유지보수와 상관성이 있는 Continuous comfort 승차감 평가방법을 통해 국내 경부고속철도노선 및 유럽 고속철도노선에 대한 승차감 평가를 수행하였다. 승차감 평가결과를 속도대역 별로 구분하여 국내외 고속철도노선의 승차감 분포현황을 정량적으로 분석하고 승차감 수준을 비교하였다. 국내의 경부고속철도의 승차감이 유럽 고속철도노선에 비하여 다소 우수한 것으로 평가되었으며, 이를 통해 국내 고속선의 궤도선형 및 궤도틀림의 관리가 적절하게 수행되고 있음을 유추할 수 있었다.

Dynamic deflection monitoring of high-speed railway bridges with the optimal inclinometer sensor placement

  • Li, Shunlong;Wang, Xin;Liu, Hongzhan;Zhuo, Yi;Su, Wei;Di, Hao
    • Smart Structures and Systems
    • /
    • 제26권5호
    • /
    • pp.591-603
    • /
    • 2020
  • Dynamic deflection monitoring is an essential and critical part of structural health monitoring for high-speed railway bridges. Two critical problems need to be addressed when using inclinometer sensors for such applications. These include constructing a general representation model of inclination-deflection and addressing the ill-posed inverse problem to obtain the accurate dynamic deflection. This paper provides a dynamic deflection monitoring method with the placement of optimal inclinometer sensors for high-speed railway bridges. The deflection shapes are reconstructed using the inclination-deflection transformation model based on the differential relationship between the inclination and displacement mode shape matrix. The proposed optimal sensor configuration can be used to select inclination-deflection transformation models that meet the required accuracy and stability from all possible sensor locations. In this study, the condition number and information entropy are employed to measure the ill-condition of the selected mode shape matrix and evaluate the prediction performance of different sensor configurations. The particle swarm optimization algorithm, genetic algorithm, and artificial fish swarm algorithm are used to optimize the sensor position placement. Numerical simulation and experimental validation results of a 5-span high-speed railway bridge show that the reconstructed deflection shapes agree well with those of the real bridge.

Impressions of a Guest from Europe on the RailTech Vision Conference

  • Henn, Wolfgang
    • 한국철도학회지
    • /
    • 제2권3호
    • /
    • pp.5-7
    • /
    • 1999
  • Ten years have passed since my last visit to Korea on the occasion of the International Symposium on High Speed Rail Systems organized by the Korean Transport Institute in October 1989. At that time, it was the objective to introduce the maglev and VHSR (very high speed rail) systems with their different areas of application and to discuss them with local partners against the background of the Seoul-Pusan HSR project. Congratulations on the success of the Centennial seminar. I am much pleased to be invited to the memorable seminar and I would like to express my sincere gratitude to Korean members' hospitality. (omitted)

  • PDF

Handover based on Maximum Cell Residence Time and Adaptive TTT for LTE-R High-Speed Railways

  • Cho, Hanbyeog;Han, Donghyuk;Shin, Sungjin;Cho, Hyoungjun;Lee, Changsung;Lim, Goeun;Kang, Mingoo;Chung, Jong-Moon
    • KSII Transactions on Internet and Information Systems (TIIS)
    • /
    • 제11권8호
    • /
    • pp.4061-4076
    • /
    • 2017
  • With the development of high-speed railway technologies, train velocities can now reach speeds up to 350 km/h, and higher in the future. In high-speed railway systems (HSRs), loss of communication can result in serious accidents, especially when the train is controlled through wireless communications. For to this reason, operators of Long Term Evolution for Railway (LTE-R) communication systems install eNodeBs (eNBs) with high density to achieve highly reliable communications. However, densely located eNBs can result in unnecessary frequent handovers (HOs) resulting in instability because, during every HO process, there is a period of time in which the communication link is disconnected. To solve this problem, in this paper, an HO scheme based on the maximum cell residence time (CRT) and adaptive time to trigger (aTTT), which are collectively called CaT, is proposed to reduce unnecessary HOs (using CRT estimations) and decrease HO failures by improving the handover command transmission point (HCTP) in LTE-R HSR communications.

초고속 주행시 교량/토공 접속부 보강방안의 설계변수 분석 (Analysis of Design Parameters for Earthwork/Bridge Transition Structure for Ultra-High Speed Running)

  • 이일화;이성진;이수형;이강명
    • 한국철도학회논문집
    • /
    • 제18권2호
    • /
    • pp.117-126
    • /
    • 2015
  • 600km/h급 철도노반 개발은 초고속주행에 의한 동적상호작용의 예측이 어렵기 때문에 기술개발에 애로사항이 많다. 특히 교량/토공 접속부는 동적 상호작용을 포함하여 지지력, 압축, 침하, 배수, 유동 등의 영향 요소가 복합적으로 발생하는 구간으로서 접속부에서의 안정성이 확보된다면 초고속 열차용 토공노반의 안정성도 확보 가능할 것으로 예상된다. 본 논문에서는 초고속철도 접속구조개발의 기초 연구단계로서 국내 고속철도에서 적용하고 있는 접속부의 보강방안을 우선적으로 적용하여 초고속 주행시의 설계변수 영향을 해석적으로 검토하였다. 설계변수는 설계단계에서 검토 가능한 항목인 보강방안의 유무, 기하하적 형상, 재료의 강성 등이며, 분석내용은 초고속주행에 따른 궤도의 변형응답과 주행안정성을 검토하였다.

고속철도역 안내표지판의 특성 분석 및 표준화 방안 (Analyzing the situation of directional signs in the High-speed Railway Stations and the method to standardize them)

  • 한찬석;김부원;김시곤
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2008년도 춘계학술대회 논문집
    • /
    • pp.1396-1406
    • /
    • 2008
  • The Directional sign system in Korean high speed railway stations has a lot of problems. For an example, It lacks of consistency in the shape or allocation. Also, the signs do not match with the actual directions sometimes. Last but not least, the view is blocked by the other signs such as advertisement or other barriers. We suggested the methods to standardize the sign systems that include visibility, accuracy, consistency, and simplicity. First, we categorized signs into directional signs, locational signs, and informational signs. Then, we examined the actual high speed railway stations in Korea to learn the real situation. Finally, we suggested the methods to standardize the sign systems considering the factors that are visibility, accuracy, consistency, and simplicity.

  • PDF