• 한국철도학회논문집
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• 제9권6호
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• pp.717-724
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• 2006

The major objective of this study is to investigate the effects and application of improvement for railway steel plate girder bridge by resilient panel track system. It analyzed the mechanical behaviors of steel plate girder bridge with applying resilient panel track system on the finite element analysis and laboratory test for static & dynamic characteristics. As a result, the improvement of steel plate girder bridge with resilient panel track systems are obviously effective for the static & dynamic response which is non-ballast steel plate girder bridge. The analytical and experimental study are carried out to investigate resilient panel track system decrease vertical acceleration and deflection on steel plate girder bridge for serviceability. And the resilient panel track system reduced dynamic maximum displacements (about 59%) and stresses (about 82%), the increase of dynamic safety is predicted by adopting resilient panel track system. From the dynamic test results of steel plate girder bridge, it is investigated that vertical acceleration and deflection is very low with applying resilient panel track system. The servicing steel plate girder bridge with resilient panel track system has need of the reasonable improvement measures which could be reducing the effect of static and dynamic behavior that degradation phenomenon of structure by an unusual response characteristic and a drop durability.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1864-1874
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• 2007

Korean trains pass many mountain areas, so the volume of structures like bridge and tunnel has large part of railway lines. Train speed-up naturally needs a straight line in railway, then structures are increasing, and the length of structure has more than 70% in Kyongbu high-speed railway. The stiffness of bridge and tunnel is higher than the soil in the roadbed in spite of dynamic difference in vibration and displacement. Differences in stiffness have more dynamic effects and increase the deformation and destruction in the track and roadbed. This influences passenger's comfort and the safety of operation, and it needs more track maintenance. This study selected tunnel with ballast track, tunnel with concrete track, and structure's approaches with short maintenance cycle in the roadbed and had track acceleration tests and track liner inspections using track master in the field. This study will measure periodically to structure's approaches which have very fast track irregularity and analyze dynamic differences and track irregularity near structure's approaches, so realize the cause of track irregularity of structure's approaches and use basic data for reasonably strengthening method of structure's approaches.

• Structural Engineering and Mechanics
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• 제61권6호
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• pp.775-784
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• 2017

This study is devoted to developing many new substructure models for ballasted railway track by using the pyramid model philosophy. As the effect of railway embankment has been less considered in the previous studies in the field of vehicle/track interaction, so the present study develops the pyramid models in the presence of railway embankment and implements them in vehicle/track interaction dynamic analyses. Considering a moving car body as multi bodies with 10 degrees of freedom and the ballasted track including rail, sleeper, ballast, subgrade and embankment, two categories of numerical analyses are performed by considering the new substructure systems including type A (initiation of stress overlap areas in adjacent sleepers from the ballast layer) or type B (initiation of stress overlap areas in adjacent sleepers from the subgrade layer). A comprehensive sensitivity analyses are performed on effective parameters such as ballast height, sleepers spacing and sleeper width. The results indicate that the stiffness of subgrade, embankment and foundation increased by increasing the ballast height. Also, by increasing the ballast height, rail and ballast vertical displacement decreased.

• 한국측량학회지
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• 제33권2호
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• pp.111-122
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• 2015

본 연구에서는 모바일 레이저 스캐닝 데이터로부터 철도 선로탐지 및 선로모델 추출을 위한 방법을 제시하였다. 제안된 방법은 크게 세 단계로 구성된다. 첫째, 레이저 포인트로부터 잠재적인 철도 선로지역을 탐지하고, 초기 철도 선로궤적 방향을 추정한다. 둘째, 철도 선로에 관한 선 지식을 이용하여 첫번째 스트립에서 초기 선로위치를 결정한다. 여기서, 스트립은 국부 탐색공간을 나타내며 철도 선로궤적에 수직인 방향으로 정의된다. 마지막으로, 초기 선로위치에서 GMM-EM기반 분류방법을 통해 선로 포인트들을 탐지한 후 초기 선로 모델을 생성하고 스트립을 데이터 처리 기본단위로 하여 tracking by detection관점에서 연속적으로 선로모델을 생성하였다. 제안된 방법의 주요 특징은 다음과 같다. 첫째, 이전 스트립에서 생성된 선로 모델을 가이드 라인으로 다음 스트립에 전파되어 국부 탐색영역을 예측하여 선로 포인트를 탐지하는 하는데 있어서 처리 복잡성을 줄일 수 있었다. 둘째, 선로 포인트 탐지와 선로 모델링을 동시에 진행 함으로써 데이터 처리 시간을 최소화 할 수 있었다. 개발된 알고리즘은 C++ 프로그램 언어로 구현되었고 도시지역에서 MMS 측량을 통해 취득된 LiDAR 데이터(경부선 일부 구간)를 이용하여 성능 테스트를 진행하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.671-679
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• 2010

The construction of concrete track for the first time in Korea gives lots of meanings to civil engineering in various aspects. Settlement level needs to be kept minimal for the safety of the track. Concrete track has different structural characteristics comparing to conventional ballast track, so load distribution in concrete track is also different. Since it is the first time to build concrete track, there are very few experience and data available on the subject. Therefore it is important to evaluate how much load is transferred to the ground due to the running vehicle in concrete track and to determine the optimal thickness of layers. In this research, 9 individual earth pressure cells were installed at OOOk930 site in 2nd stage of Kyungbu high speed railway during under construction. The in-situ pressure data were measured at each layers during pump-car and locomotive were moving on the high speed railway surface.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 춘계학술대회 논문집
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• pp.722-728
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• 2012

In railway vehicle, riding comfort depends mainly on the secondary lateral damper and track condition. When the damping force of lateral damper becomes abnormal condition or the track condition is worse, the running stability and ride comfort of the railway vehicles go down. In addition, the lateral motion of carbody is increased. Therefore, the lateral motion of carbody is reviewed carefully by considering lateral damping force and track condition of the railway line in design stage. In this study, the lateral displacement of carbody was studied in accordance with lateral damping force and track condition. The target vehicle is EMU for subway line.

• 컴퓨터교육학회논문지
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• 제6권4호
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• pp.61-69
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• 2003

선로그래프[6]는 철도 네트워크의 선로배정 문제를 표현하는 자료구조로써 내부선분과 외부선분의 개념을 갖는 연결그래프 구조이다. 선로그래프는 일반 그래프로는 나타낼 수 없는 철도 네트워크의 선로 연결방향을 표현할 수 있지만 여전히 직교 교차선로를 일관되게 표현하지는 못한다. 이 논문에서는 가상선분 개념을 도입해서 선로그래프를 확장함으로써 직교 교차선로를 포함하는 철도 네트워크의 모든 선로연결 구조를 일관되게 표현할 수 있는 방법을 설명하고, 확장된 선로그래프인 ERG(Extended Railway Graph)의 자료구조 표현방법과 경로배정 방법을 제안한다.

• 한국철도학회논문집
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• 제13권2호
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• pp.186-193
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• 2010

철도교에서는 일정한 간격의 축중을 가지는 차량하중이 반복적으로 재하되므로 정적성능과 더불어 동적성능이 매우 중요하다. 또한 철도교의 상부에 부설되는 궤도시스템은 교량의 정 동적 성능에 영향을 주는 것으로 알려져 있다. 본 연구에서는 실제 궤도시스템을 적용한 거더시험체를 제작하여 궤도시스템에 따른 교량의 정 동적거동을 분석하였다. 정적거동 분석에서는 교량 처짐 및 응력을 검토하고 중립축위치를 분석하였으며, 동적거동 분석에서는 고유진동수, 감쇠비, 하중크기, 하중진폭에 대한 영향을 궤도시스템별로 검토하였다. 궤도부설에 따른 정적처짐 변화검토를 통해 궤도 부설전에 비해 자갈궤도는 약 7%, 콘크리트궤도는 약 50%의 강성 증가 효과가 있음을 확인하였고, 궤도 부설 시 교량의 고유진동수가 낮아졌으나 감쇠비 변화는 없는 것으로 분석되었다. 또한, 최대하중 크기가 증가할수록 철도교량의 동적응답(처짐 및 가속도)이 선형적으로 증가하였으며, 하중진 폭은 공진 시 교량의 동적응답을 크게 증가시키는 것으로 분석되었다. 따라서, 자갈궤도는 교량의 강성을 일정 부분 증가시키고, 콘크리트궤도의 경우 자갈궤도 부설 교량에 비해 상당한 강성기여도를 가지고 있음을 실험적으로 입증하였으나, 정량적인 강성기여도의 크기는 자갈궤도 및 콘크리트궤도의 설계값에 따라 상이할 수 있기 때문에 이를 적용할 수 있는 궤도의 질량 및 강성기여도 분석방법 개발이 필요할 것으로 판단된다.

• 한국멀티미디어학회논문지
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• 제5권1호
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• pp.114-119
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• 2002

철도선로망 제어시스템에서 신속한 철도선로의 배정은 실시간 선로배정의 중요한 요소인데, 이 문제의 해결을 위해서는 먼저 철도 선로망의 위상을 정확하게 표현해야 한다. 그래프는 망 구조를 표현하는데 적절한 자료구조이지만 철도 선로망을 표현하는 데에는 부적절하다. 이 논문에서는 철도 선로망의 위상구조를 정확하게 표현할 수 있는 새로운 자료구조인 선로그래프(railway graph) 개념을 정의한다. 그리고 정의된 선로그래프에서의 경로탐색 알고리즘과 선로그래프를 이용한 하향식 철도 선로망 모델링 방법을 설명한다.

• Structural Monitoring and Maintenance
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• 제1권1호
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• pp.131-157
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• 2014

Special track systems used to divert a train to other directions or other tracks are generally called 'railway turnout'. A traditional turnout system consists of steel rails, switches, crossings, steel plates, fasteners, screw spikes, timber bearers, ballast and formation. The wheel rail contact over the crossing transfer zone has a dip-like shape and can often cause detrimental impact loads on the railway track and its components. The large impact also emits disturbing noises (either impact or ground-borne noise) to railway neighbors. In a brown-field railway track where an existing aged infrastructure requires renewal or maintenance, some physical constraints and construction complexities may dominate the choice of track forms or certain components. With the difficulty to seek for high-quality timbers with dimensional stability, a methodology to replace aged timber bearers in harsh dynamic environments is to adopt an alternative material that could mimic responses and characteristics of timber in both static and dynamic loading conditions. A critical review has suggested an application of an alternative material called fibre-reinforced foamed urethane (FFU). The full-scale capacity design makes use of its comparable engineering characteristics to timber, high-impact attenuation, high damping property, and a longer service life. A field trial to investigate in-situ behaviours of a turnout grillage system using an alternative material, 'fibre-reinforced foamed urethane (FFU)' bearers, has been carried out at a complex turnout junction under heavy mixed traffics at Hornsby, New South Wales, Australia. The turnout junction was renewed using the FFU bearers altogether with new special track components. Influences of the FFU bearers on track geometry (recorded by track inspection vehicle 'AK Car'), track settlement (based on survey data), track dynamics, and acoustic characteristics have been measured. Operational train pass-by measurements have been analysed to evaluate the effectiveness of the replacement methodology. Comparative studies show that the use of FFU bearers generates higher rail and sleeper accelerations but the damping capacity of the FFU help suppress vibration transferring onto other track components. The survey data analysis suggests a small vertical settlement and negligible lateral movement of the turnout system. The static and dynamic behaviours of FFU bearers appear to equate that of natural timber but its service life is superior.