• 전기학회논문지
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• 제67권12호
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• pp.1723-1728
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• 2018

In order to investigate the voltage drop compensation effect of AT for domestic railway vehicle base, the parameters of AT voltage drop of railroad car base are Z3 (Impedance of feeder line), Xn ( Distance from railroad vehicle to AT to SS), and Dn (distance between both ATs of railway vehicle).In addition, when installed in a SSP for a railway vehicle base, there is no AT and feeder line in the railway vehicle base except for the SSP for the main line and the SSP for the railway vehicle base, so that if zero or ignored, the AC single-phase two- It can be confirmed that it becomes a form.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1077-1092
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• 2007

The structural analysis model for estimate of load carrying capacity of railway bridge on service line is important to determine safety of bridges in service, we need to take response of bridge exactly, applying analysis model similar to the real railway bridge most. Track structure which is to distribute loads and decrease vibrations occurred from running train is constructed on the railway bridges. And it is important factor which should be considered to understand exact dynamic and static responses of bridge. But track structure is currently classified as a none structural members in the structural analysis model for estimating load carrying capacity of railway bridge and not considered in analysis model. That's the reason it is difficult to understand exact behavior of bridges. Therefore, the major objective of this study is to develop an analytical track-bridge model which is similar to real railway bridges considering track structure for safety assessment of railway bridge on service line to be effectively done.

• 한국철도학회논문집
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• 제12권5호
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• pp.623-630
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• 2009

한국철도시스템은 일반열차(각종 여객열차, 화물열차), 고속열차(KTX), 광역전철 급행열차(EMU) 등 다양한 종류의 열차가 사용되는 대중교통시스템이다. 철도시스템의 특징은 공시된 시간표에 의하여 열차가 운행되며, 안전, 정확, 신속, 쾌적한 서비스를 제곱한다는 것이다. 본 연구의 목적은 기존 열차의 속도향상과 다양화를 반영하여 보다 현실적인 선로용량 산정방식을 제시하고 검증하는 것이다. 본 논문은 이론식에 근거한 선로용량과 철도운영기관의 실용용량과의 차이를 최소화 하는데 역점을 두었다. 이를 위해 노선선형에 대한 TPS 시행, 운전방식과 열차제어방식 및 신호시스템 등을 고려한 새로운 철도용량 개념을 도입하였다. 실용Dia예시를 통해 새로운 선로용량산정방식의 결과를 검증하였다.

• 한국통신학회논문지
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• 제33권7B호
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• pp.601-607
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• 2008

전기철도인 고속전철시설에 의한 통신선 유도전압을 계산하는데 있어서는 CCITT Directives에 의한 다도체계산법을 사용한다. 통신시스템계에 미치는 전력시스템계에 의한 유도의 영향력에는 다양한 차폐 요소들이 존재하여 경감 요율로서 사용된다. 철도시스템계에 있어서는 철도의 선로(레일) 자체에 의한 궤도효과가 존재하는데 다도체계산법에 있어서 궤도효과가 반영된 결과인지에 대하여는 계산법 자체에 명시되어 있지 않으므로 유도전압 계산의 적정성에 대하여 논란이 되고 있다. 이러한 기술 문제의 해결을 위하여 본 논문에서는 궤도효과가 영향을 미칠 수 있는 원리적 범위를 고찰하고 궤도효과의 적용과 관련된 일본 유도자료 등의 사례를 통하여 그 의미를 해석한다. 그리고 다도체계산법 자체에서의 궤도효과 적용성을 분석하였다. 아울러 계산 시뮬레이션을 통한 유도전압을 비교하여 궤도효과의 적용성을 검증한다. 이상의 분석 결과를 종합하여 볼 때 다도체계산법상에는 궤도효과가 포함되어 있는 것으로 결론지을 수 있다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1802-1809
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• 2011

A distribution method of limited budget for rail line facility improvement is to use investment priorities of rail line segments based on their deterioration. In this paper we present an evaluation method of rail line segment deterioration which can be used to distribute limited budget. Rail line facilities include rail track, crossing, road bed, bridge, tunnel. These facilities deterioration and line shape can affect line segment deterioration. Deterioration evaluation method we present is a weighted sum of each component deterioration scores. The component weight can be obtained from experts using analytic hierarchy process.

• International Journal of Railway
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• 제5권1호
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• pp.10-21
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• 2012

Open steel plate girder (OPSG) bridges are the most prevalent railroad bridge type in Korea, constituting about 40% of all railroad bridges. Solid steel bearings, known as line type bearings, are placed in most OSPG railway bridges. However, the line type rigid bearings generate several problems with the bridge's dynamic behavior and maintenance in service. To compare and investigate the dynamic behaviors of line type, spherical and disk bearings, the vertical displacements of each bearing, including fixed and expansion type, under running vehicles are measured and analyzed. The displacements of disk and spherical bearings are measured after replacing the line type bearings with spherical and disk bearings. This study also analyzed dynamic behaviors of bridges. Furthermore, the deformation of the PTFE (Polytetrafluoroethylene) plate that is placed inside of expansion type spherical and disk bearings is measured and its effect on the dynamic behavior of the bridges is discussed. The up-lift phenomenon at the bearings installed for the steel bridges is estimated. The vertical displacements at mid-span of the bridges are compared according to the bearing types. Finally, the 1st mode natural frequencies are estimated, and the relationship to the vertical displacement is discussed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2000년도 추계학술대회 논문집
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• pp.77-85
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• 2000

The railway system is composed of large scale infrastructures and high-cost trains. For planning and analyzing this kind of complex system, simulation method can be used for efficient tool. In this research, we review basic simulation programming models and present a modeling for the elements of railway system such as rail-line infrastructure, train, time table and operational route. Additionally, some considerations on the development of multi-train traffic simulator for KyongBu-line are discussed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 추계학술대회 논문집(I)
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• pp.66-71
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• 2002

Squeal noise is generated by railway vehicles transversing tight curves. This squeal has always been noticed as one of the most disturbing noise sources of railway systems. At present we cannot predicted squeal noise that is influenced by a large number of dependent parameters. In this study, we performed structural analysis to find out the frequency of the wheel and also measured squeal noise at Seoul subway line 1, line 2, line 4 for domestic EMU(Electrical Multiple Unit).

• 한국철도학회논문집
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• 제17권2호
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• pp.140-147
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• 2014

노선 계획이란 열차종별 수요를 만족하는 최적의 열차 운행 횟수를 결정하는 단계를 말한다. 이러한 노선계획의 주요 입력자료는 통행배정 모형으로부터 산출된 열차종별 구간 통행량이다. 그러나 대부분의 통행배정 모형 또한 노선계획을 통해 구한 열차 운행 횟수 혹은 시격을 입력요소로 요구하므로, 수요예측(통행배정)-노선계획의 단계적 접근은 두 계획간의 상호 모순을 초래하여 부정확한 열차종별 수요 및 노선계획을 도출할 수 있다. 본 연구는 이 두 가지 문제를 통합적으로 고려할 수 있는 최적화 모형과 이에 대한 선형 근사해법을 제시하고, 전체 한국 철도 네트워크에 적용한 실험결과를 제시한다.

• 한국철도학회논문집
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• 제8권4호
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• pp.314-320
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• 2005

This paper is designed to help train dispatcher resolve railway conflicts in rent-time. We developed a mixed integer programming model to optimize the train schedule that determines the best overtaking or crossing positions, The objective of the model is to minimize the maximum lateness of the trains and reduce the total sum of the lateness, while satisfying the field constraints associated with the difference between passenger trains and freight trains, and the limited number of sidings. We applied the model on a portion of a single line track, Joong-Ang Line to ascertain the efficiency of the model, and showed how the model can be used to resolve the railway conflicts. The results indicates that our model can provide useful results in terms of optimal schedule for the test problem. This type of modeling approach would be useful for a train dispatcher to make a real-time railway conflict resolution.