• 한국방재학회 논문집
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• 제6권4호통권23호
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• pp.7-14
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• 2006

기존선에 투입되는 틸팅차량은 기존 차량과는 다른 운행 메커니즘을 가지고 있으므로 안정성을 확보하기 위해서는 궤도부담력 및 주행안정성 검토와 노반의 안정성 검토가 필요하다. 본 연구에서는 레일 이음매 궤도에 대하여 틸팅차량이 궤도부담력과 주행안정성 검토에서 산정된 허용속도로 운행될 경우 발생하는 노반의 침하량을 수치해석을 통해 검토하였다. 틸팅차량 하중에 의해 발생되는 노반의 침하량과 허용침하량을 비교하여 노반의 안정성을 검토하였으며, 허용침하량과 틸팅차량 하중에 의해 발생하는 침하량의 비를 안전율이라 정의하여 안전율을 검토하였다.

• 전자공학회논문지
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• 제53권4호
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• pp.12-19
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• 2016

고속 열차에 무선 센서 네트워크를 구성하여 센서 데이터를 이용한 모니터링 시스템에 대한 연구들이 진행됨에 따라, 열차 외부와 내부 간의 통신 시에 발생하는 철도 무선 채널 특성에 대한 연구가 요구된다. 특히, 무선 채널에 다중경로 지연특성이 있는 경우 심볼간 간섭에 따른 성능 열화를 막기 위한 등화기 및 채널 추정기가 요구될 수 있다. 따라서, 본 논문에서는 실제 고속열차에서 IEEE 802.15.4 규격으로 구성되는 ZigBee 송수신기를 이용하여 수신신호를 측정하고, 측정된 수신신호를 분석하여 다중경로가 최대 두 개인 다중경로 지연특성을 확인하였다. 그리고, 확인 된 철도 환경에서 다중경로 지연특성을 고려하여, IEEE 802.15.4 데이터 칩 시퀀스 특성을 이용한 저복잡도의 채널 추정 기법을 제안하고, 제안 기법에 대한 복잡도 및 성능 오차 분석 후 적용 가능성을 검증하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1041-1048
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• 2011

For "Standardization and Performance Evaluation of the Korea Radio Train Control System(KRTCS) for Urban railway" being driven as a national R&D project, this paper presents the requirements for the performance evaluation of the construction of the demonstration line for the driverless train control system based on radio train control for the urban railways system, which will be installed along the 11.7 km section between the Illo Station, Muan-gun, and Daebul Station(Daebul Line) in Yeongam-gun, Jeollanam-do.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 추계학술대회논문집
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• pp.97-100
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• 2007

This study deals with the sound insulation performance of the damping sheet, which is widely used in a train. The wall of train is assumed to be a plate made of steel and two damping sheets. In case of damping sheet only, the sound transmission loss follows the mass law. If a steel plate is attached to damping sheet, the transmission loss is found to be higher than single of only steel plate, as we can anticipated, about $3{\sim}5$ dB. This is very well known consequence that is because the density of area increases. However, the increase of the transmission loss is not higher than what we can expect by the mass law. That's because the steel is perfectly blocked from the transmission of the air ; There is no defect in that material.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.247-249
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• 2006

As the on-board electric devices determine the performances of vehicles, production of reliable devices is important. To keep the reliability of devices constant, management of performance evaluation of the on-board devices is crucial. Because temperature bas a serious effect on failures of the components of the devices, its measurement is the first step for good management. In this study, we described performance characteristics of domestic auxiliary block developed through G7 project. We measured the performances of auxiliary block during test running by the developed on-line measurement system. After we save the input real-time data from each signal of Korean High Speed Train through the network line, we can acquire necessary information through Post-Processing program. We verify the auxiliary converter characteristics of Korean High Speed Train by this system.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.1404-1407
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• 2004

An electric railway system is composed of high-tech subsystems, among which main electric equipments such as transformers, converter and traction motors are critical components determining the performance of rolling stock. We developed a measurement system for on-line test and evaluation of performances of Korean High Speed Train. The measurement system is composed of software part and hardware part. Perfect interface between multi-users is possible. A new method to measure temperature was applied to the measurement system. By using the system, measurement and evaluation for the performance of electric equipments in Korean High Speed Train was conducted during test running.

• 대한전기학회논문지:시스템및제어부문D
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• 제50권3호
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• pp.114-119
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• 2001

An automatic train operation(ATO) system executes the operation of constant speed travelling and fixed point parking by using microprocessors instead of driver's manual operation. This paper describes the mathematical model for the train considering unknown disturbances which consist of start resistance, travelling resistance, slope resistance, curve resistance, and so on. The speed controller of ATO system is designed by considering the disturbances. The simulation is executed to verify the speed control and fixed point parking performance and to compare its performance with that of a PID-type ATO control system under disturbances. Simulation results show that the control performance of gain scheduled control scheme for ATO system is better than that of the conventional PID controller.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1999년도 하계학술대회 논문집 A
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• pp.421-423
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• 1999

The function of the automatic train operation(ATO) system is to regulate the train ride comfort during start, acceleration and deceleration and execute operation of constant speed travelling and fixed point parking. The mathematical model for the train is presented by considering unknown disturbances which consist of start resistance, travelling resistance, slope resistance, curve resistance and so on. The speed control of ATO system is designed by considering the disturbances. The simulation is executed to verify the speed control performance and compare its performance with that of a PID-type ATO control system under the disturbances. Simulation results show that the control performance of gain scheduled control for ATO system is better than that of the conventional PID controller.

• 한국철도학회논문집
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• 제8권6호
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• pp.550-558
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• 2005

The track performance evaluation in curves of conventional line subjected to loading condition caused by tilting trains was carried out. And the correlations between train speed and track alignment was reviewed. The parameters of track alignment were determined by field investigation of all curves in conventional line. It was founded that the pressure of the rail did exceed the allowable stress when the tilting train speed was over 96km/hr in radius of 300m. As the radius of curvature is smaller, applied force on the track becomes larger in the curved track without regard to laying of the continuos welded rail. On the while, the change of applied force on the track corresponding to the change of the cant is not so large.

• International Journal of Railway
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• 제2권4호
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• pp.180-186
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• 2009

High speed railway challenge the design, construction and maintaining of traditional railway, many traditional design concepts have been changed. Transition of railway and bridge has two main problems. one is that different lines have different ability of resisting distortion in area of trial load, which was known that problem of smooth transition of stiffness, the other is that differential settlement between artificial structure and earth structure cause bending of railway. The two problems have effect on train moving. The principle of processing transition of railway and bridge is same in world, but it is difficult to find relationship between design standard of transition, vehicle performance, line standard, design speed and so on form documentation and data reports. Based on mechanics, the paper analyzed dynamic performance of transition of high speed railway, studied various rough elements which is effective to train moving, built mathematical model of interaction of train and transition of high speed railway and developed numerical simulation software. In various different work conditions, we did great quantity of numerical simulation, comprehensive analysis and performance analysis.