• International Journal of Railway
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• 제4권4호
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• pp.81-85
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• 2011

This paper discusses the development of a generic train operation model from a set of Korean Urban Transit Regulations such as Regulation for Train Operation of Urban Transit, Regulation for Safety Requirements of Urban Transit and so on. It is to communicate with various stakeholders on urban transit system, and to elicit copious requirements in performance of the urban transit train operation based on the model.

• International Journal of Railway
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• 제9권1호
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• pp.10-14
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• 2016

Life cycle cost analysis is compulsively required for the system operation. System operation costs are consisted of acquisition, operation, maintenance and so on. In the beginning of the system planning, we need to take into account of various costs following the system operating. To implement LCC, we need to analyze system life cycle to identify all costs during system life. The costs can be divided into three parts. The first part is purchasing cost, the second for operating cost and the last for disposal cost. The second operating cost can be decomposed of operating cost included labor, energy consumption cost for system running, maintenance costs to keep systems healthy, delay cost caused from maintenance and hazard cost, and so on. In this paper, we carried out for railway locomotives which operate over more 30years and which cost about 10 million USD. We decompose the life cycle of the locomotives and break down the locomotives into subsystems to require maintenance or not, and subsystems to need energy or not. We showed how to decide optimal locomotives through cost identification and system breakdown.

• 한국철도학회논문집
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• 제20권1호
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• pp.156-163
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• 2017

대도시 고밀도 도시철도에서는 상습 열차운행 지연과 혼잡으로 승객의 불편과 불만이 커지고 있다. 도시철도는 열차운행의 비정규성과 수요의 불확정성 등 지역간 철도와는 다른 특성을 가지고 있다. 도시철도 운영회사에서는 실적자료를 기반으로 열차운행품질과 혼잡도와 같은 서비스품질을 집계하여 관리하고 있다. 그러나 수요와 승객행태에 따라 열차운행이 동적으로 변하는 특성을 가지고 있어 실제 느끼는 서비스품질을 표현하기에는 한계가 있다. 본 논문에서는 승객 관점에서의 서비스품질을 계량화하고, 도시철도에서 수요에 따른 정차시분 및 열차운행상태의 동적변화를 예측할 수 있는 시뮬레이션 방법과 지연/혼잡 해소방안에 대한 실제 사례를 기반으로 운행서비스품질의 변화를 예측할 수 있는 방법론을 제시한다.

• 한국철도학회논문집
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• 제19권3호
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• pp.397-407
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• 2016

본 연구에서는 지방공기업으로 운영하고 있는 6개의 운영기관의 2010년부터 2014년도의 자료를 가지고 DEA-CCR모형과 Malmquist 생산성 지수를 이용하여 운영기관의 효율성 변화와 생산성 변화요인을 분석하였다. 운영기관을 전체적으로 통합하여 운영기관별 효율성을 분석하였으며, 생산성 변화의 추이를 살펴보고자 Malmquist 생산성 분석을 이용하여 기간별 변화를 살펴보았다. 효율성 분석결과 각 도시철도 운영기관별 평균효율성은 대체로 규모가 큰 기관이 효율성이 높은 것으로 분석되었다. 2014년에는 서울메트로와 대전도시철도공사가 가장 효율적인 운영기관으로 분석되었다. Malmquist 생산성 분석을 이용하여 기간별 변화를 살펴본 결과, MPI는 평균 1.06으로 생산성이 계속해서 증가하는 것으로 분석되었다. 6개 운영기관 모두 기술효율성 변화보다는 기술변화가 대체로 높은 것으로 분석되었다.

• 전기학회논문지
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• 제63권8호
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• pp.1064-1069
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• 2014

The railway signalling system plays an essential role in the headway and routing control for a safe and efficient train operation. The reliable and safe operation of the system is very important because the failure of the railway signalling system can lead to the collision, derailment, or unexpected stop of a train. So far, the conventional wayside signal mode (ATS: Automatic Train Stop) has been generally used as the railway signalling system. However, this system is highly linked to a risk of major accidents resulted from human mistakes such as missing a signal or careless control of train speed. Accordingly, the onboard signal mode (ATC: Automatic Train Control) as an alternative of ATS has been recently introduced and applied to transmit effectively the information on speed control of a train by using computers and communication equipment. In the process of replacing the obsolete signal system, it is necessary to switch over the system while providing passengers with normal services. Therefore, the integration of a railway signaling system compatible for both ATS and ATC and its interface is discussed in this study. In particular, the implementation scenario required for operation planning of the integrated system was designed, and the results as well as effects of its applicability test were also presented.

• 한국안전학회지
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• 제35권1호
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• pp.12-17
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• 2020

This paper analyzes functions of component parts of D-Urban Railway's door system along with operation obstacle risks on frequency(the number of occurrences/year) and severity(delay time/the number of occurrences). Based on this, the paper presents improvements and current system's problems after obstacle risks of EMU and door system are appled. The obstacle of door system causes corrosion of main parts such as DCU due to heat problem of operation environment, problems of maintenance methods and deterioration. DCUs on PCBs with more than 50% pattern corrosion cause problems. Even though the number of door system's obstacle occurrences for the last 5 years is 42, along with 104 minutes of operation obstacle, EMU operation obstacle risk is low(Level 1), which indicates there is limit in matrix of railway risks presented by the standard of railway safety management system. Therefore, it is necessary to have railway risk matrix suitable for the field. Finally, the paper deducts the obstacle risks through frequency and severity. Since 2017 when the risks of EMU and door system's obstacle, that of EMU has been 24(47% reduced) and that of door system has been average 9.5 per year(23% reduced).

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2021년도 추계학술대회
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• pp.357-359
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• 2021

대량 운송 수단인 철도 시스템은 고속화 및 자동화 시대를 넘어 이를 통합한 스마트 철도 시스템으로 진화하고 있다. 이와 같은 스마트 철도 시스템을 구축 및 운용하기 위해서는 5G-R과 같은 모바일 통신 기술과 빅데이터, 딥러닝, 인공지능 및 블록체인과 같은 융복합 정보기술 등이 포괄되는 통신 네트워크 기술이 활용되어야 한다. 본 논문에서는 이와 같은 스마트 철도 시스템을 위한 통신 네트워크 구조를 제안한다. 본 논문에서 제안하는 스마트 철도 통신 네트워크 구조는 고속철도의 안전 운행, 철도 관리, 고객 서비스를 포괄하는 평면단위의 계층구조로 구성되며 필요에 따라 이를 평면간 혼합한 기능을 가질 수도 있다. 본 연구의 결과는 스마트 철도 통신 네트워크의 구축, 운영 및 유지 관리와 철도통신 시스템 표준화 연구 등에 활용될 수 있다.

• 시스템엔지니어링학술지
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• 제10권2호
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• pp.43-50
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• 2014

The Centralized Traffic Control(CTC) System of Urban Railway is an element(subsystem) of the Urban Railway system to aim safety operation and efficient management of rolling stock in accordance with a train scheduling program in train operation ways. That's why the CTC System must be developed considering systematic and safety-guaranteed methods such as RAMS(Reliability, Availability, Maintainability, and Safety) refereed to IEC standards. The CTC System is consists of rolling stock, signaling, power supply, communication, and mechanical equipment and preforms control and remote monitoring functions. The technical activities considering safety process are very important at such an early stage of development in a railway project. This paper introduces RAMS activities and an independent safety assessment by $3^{rd}$ Party focused on a safety applied to a development of the CTC system of Urban Railway and proposes the experiences as well practices.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1340-1349
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• 2008

This paper suggests to standardize railway accident restoration types as the standardized code and to develop standard operation procedures(SOP) for the efficient railway accident management and recovery system. First of all, occurred damage types as the existing railway accident types in both domestic and foreign cases have been carefully analyzed and then reclassified. Therefore, this study suggested the combination of 3 distinct code factors: restoration class, restoration object, and restoration location to standardize them. In addition, temporary restoration SOP will play a major role in the railway accident batabase management system and SOP for the damage limitation and the prevention of accident spread.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.595-600
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• 2007

Greater expansion and more frequent operation of the railroad transportation system anticipated due to its characteristics including low cost, safety and mass transportation. Recently, effects on the railway structures due to expansion of newly constructed road, construction of subway, city gas pipeline, communication network, electric power network and construction of other railway underground crossing in accordance with urban planning and organization has influenced safe operation of trains. Accordingly, standard for selection of construction method that will enable construction of more economical and rational subway underground crossing structures by preventing problems occurring at the time of above construction works and accidents in safe operation of trains due to construction in advance is definitively necessary. Although there are numerous construction methods that can be applied at the time of construction of railway underground crossing, there are much difficulties in selection of appropriate construction method that considers characteristics of each construction method on non-excavation type construction method, train operation plan of number of operational routes and on-site circumstances. Therefore, this research aims to present rational standard for selection of construction method for such, and standard for slowdown speed and interception of train when passing the areas of slowdown in sectors under construction.