• 대한토목학회논문집
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• 제26권5D호
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• pp.723-730
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• 2006

본 연구는 지하철의 표정속도 향상을 통해 승객의 총통행시간을 절감시키고자 수행하였다. 본 연구가 갖는 기존연구와 차별성은 열차의 신호시스템측면을 고려하여 승객의 통행시간변화를 분석했기 때문에 기존의 운영계획측면에서 임의로 운전시격을 변화시켜 분석한 열차의 승객통행시간 절감효과보다 신뢰성과 현실성을 높일 수 있다. 본 연구의 주요내용은 열차운행의 신호시스템측면에서 기존의 고정폐색방식보다 우수한 이동폐색방식을 적용하여 사례노선의 최소운전시격을 산정(시뮬레이션)한 후, 이를 단독 또는 Skip-stop방식과 혼용하여 승객통행시간 절감효과를 분석 제시하였다. 본 연구의 분석결과, 이동폐색방식은 고정폐색방식보다 총통행시간과 표정속도에서 각각 24.4%, 32.3% 향상 효과가 나타났으며, 이를 Skip-stop방식 중 격역정차방식과 혼용하여 적용할 경우, 총통행시간은38.1~52.5%, 표정속도는 최대 58.1%까지 향상되는 시너지 효과가 나타났다.

• Coupled systems mechanics
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• 제9권4호
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• pp.311-323
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• 2020

This paper deals with the effect of the mode shapes on the dynamic response of a multi-storey frame subjected to moving train loads which are modelled as loads of constant intervals with constant velocity using the finite element method. The multi-storey frame is modelled as a number of Bernoulli-Euler beam elements. First, the first few modes of the multi-storey frame are determined. Then, the effects of force span length to beam length ratio and velocity on dynamic magnification factor (DMF) are evaluated via 3D velocity-force span length to beam length ratio-DMF graphics and its 2D projections. By using 3D and 2D graphics, the directions of critical speeds that force the structure under resonance conditions are determined. Last, the mode shapes related to these directions are determined by the time history and frequency response graphs. This study has been limited by the vibration of the frame in the vertical direction.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.1465-1467
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• 2004

Compared with other transport means, safety and timeliness are the merits of railways. Unexpectedly when accident happens, much time and human strength are required to cope with the accident. And for swift recovery, systematic rehabilitation is needed. Recently using MTS(Moving picture Transmission System), we can perform accident rehabilitation and recording work efficiently. MTS is the device that transmits continuous picture information from accident field to control center. e are developing the appropriate system to railway situation to make use of the existing information communication technology, processing technology of video-tex, super high speed transmission technology through fiber-optic, copper cable and network description of information Technology, etc. If these communication-based can technologies are applied to railway system, railway managers can control the accident by inspecting the picture of accident field and can contribute to the safe train operation and the improvement of railway management. In this paper, we investigate the connecting methods when optical fiber is used for moving picture data transmission of train accidents, and its problems. And, we validate MTS's performance through about 28km section of field test.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
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• 제53권1호
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• pp.8-15
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• 2004

In order to scheme the optimal assumption that satisfies the travel demand, it should be review the elements that affect on determining the headway, which are signal systems, line shape, vehicle(Light Rail Transit) performance, and so on. When applying the conventional signal systems, including Fixed Block System and Moving Block System, It was confirmed whether or not satisfy the requirements of target line with the way of a numerical formula reviewing and Train performance Simulation on the main line, station, depot, and so forth. Therefore, it should be used as references that decide target line and each sub-system after identifying the compliances for Minimum Headway to Moving Block System.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.900-905
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• 2004

A study on the effects of a high-speed railway bridge vibration induced by moving train on the nearby bridge is performed. Longitudinal and lateral accelerations of slabs and piers which are calculated from moving load analysis of a high-speed railway bridge can be used as input ground motions for the adjacent bridge. Dynamic responses of the adjacent bridge considering soil-structure interaction effects are analyzed by sub-structure method. Analysis procedure is made of free field analysis, calculation of impedance and effective input load and soil-structure system analysis.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2008년도 추계학술대회 논문집
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• pp.565-566
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• 2008

• 대한기계학회:학술대회논문집
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• 대한기계학회 2002년도 학술대회지
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• pp.843-846
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• 2002

Unlike ordinary train, the HST(High Speed Train) is operated at a very high speed, which may cause pressure transient problems when the HST is passing through a station. In the present study, the wind pressure caused by the passing HST was measured in the Cheonan HST station and compared with the numerical simulations. For the measurement, the HST was passing through the station at speeds of 240 km/h north bound and 150 km/h south bound. MEMS based differential pressure transducers are used to measure pressure variation at various locations in the station. It is shown from the results that measured data are in good agreement with CFD simulation with moving mesh technique for the train movement. With the present validation of CFD simulation, the CFD simulation may effectively aid the design of future HST station.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1995년도 추계학술대회 논문집 학회본부
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• pp.513-515
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• 1995

A computer aided process is inevitable for the optimization of train operation planning. Developing of train diagrams is very important for the train operation planning. In this paper, the user friendly program related to the train scheduling that can be used for the basic data on developing of train diagram is introduced. It can also provide basic data for other train operation plannings, such as Timetabling, Crew Operation Scheduling, etc. It provides the planner with data moving, data changing and zooming functions, and it can assist the user easily produces their optimal solution. All this operations are performed interactively through graphic windows.

• 한국철도학회논문집
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• 제16권4호
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• pp.298-304
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• 2013

본 논문은 구조물이 위치한 구간에 대하여 향후 최고시험속도 430km/h 차세대 고속철도 차량 및 고속열차 운영속도의 증속이 이루어지는 구간인 열차하중의 직접적인 영향이 예상되는 구조물 접속부를 대상으로 열차 증속에 따른 구조물의 동적영향을 시스템적으로 거동을 분석하였다. 그리고 열차하중에 의한 동적영향 검토를 수행하여 지중구조물과 인접 토공부의 거동특성을 분석하고 궤도노반의 성능평가 분석, 열차이동하중의 동적영향으로 인한 구조물의 안정성을 평가하기 위해 수치해석을 수행하였다. 분석결과 열차하중에 따른 동적영향은 적지만 연직가속도가 다소 크게 나타나는 것으로 분석되었다.

• 한국소음진동공학회논문집
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• 제22권10호
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• pp.1003-1009
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• 2012

An instantaneous environmental noise simulation method emitted by a moving high-speed train by quasi-stationary analysis is proposed in this study. In the method, the propagation attenuations from stationary point sources on segmented railways to a receiver are calculated using a general purpose environmental noise prediction program ENPro based on the ISO 9613-2 method. Then, the instantaneous environmental noise at a receiver due to a moving high-speed train considering convection effect is evaluated with the information on the propagation attenuations from the instantaneous train location to the receiver and the sound power levels and directivity of stationary point sources evaluated by German Schall 03 (2006). To demonstrate the validity of proposed method, simulated and measured time history of instantaneous noise for KTX-I and KTX-II on running are compared and the results show that the method can be utilized for the train noise source identification as well as the simulation of instantaneous environmental noise emitted by a high-speed train.