• Proceedings of the KIEE Conference
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• 2006.07b
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• pp.1119-1120
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• 2006

고속철도 운행 및 급증하는 철도교통 수요에 대처하기 위해 기존선 속도향상이 요구됨에 따라 180km/h급 틸팅차량을 개발 중에 있다. 일반적으로 곡선부에서 승객들의 승차감을 위해 열차의 통과속도를 제한하지만 틸팅차량은 대차에 틸팅장치를 장착하여 차량의 곡선 통과속도를 향상시킬 수 있다. 곡선부에서 증가된 속도로 이 열차를 주행할 수 있도록 허용할 뿐만 아니라, 운전자의 실수, 고속주행으로 인한 탈선을 예방하기 위해 연속적으로 열차속도를 감시하는 것이 필요하다. 게다가, 기존선의 어떤 구간에서는 엄격한 틸팅의 승인이 있어야 하는 구간이 존재할지도 모른다. 틸팅열차가 열차간 충돌, 터널, 다리, 반대편의 열차와 충돌을 피해만 한다. 이러한 문제점의 해결은 TASS장치의 개발과 설치로 해결될 수 있다. 본 논문은 EMU 타입 틸팅열차에 적합한 TASS 장치의 적용방안을 제시한다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.207-207
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• 2004

고속철도의 개통이 가까워지면서 사회적 관심이 고조되고 있으며, 특히 안전과 환경의 문제가 주요한 관심사로 대두되고 있다. 특히 공기역학적 관점에서 볼 때 300km/h의 고속에서는 지금까지 국내에서 경험하지 못한 여러 가지 문제점들이 나타나리라 예상되고 있으며, 그 중에서도 승강장에 대기증인 승객 또는 보행자가 열차 통과 시에 느끼는 불쾌감과 위험에 대한 조사와 대책이 필요한 시점이다.(중략)

• Journal of the Korean Society for Railway
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• v.14 no.3
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• pp.234-239
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• 2011

Installing the temporary bridge after excavating the railway requires installing movable cross beam, but as it doesn't requires isolating the catenary or cutting the rail, it's applicable to double-track with frequent operation. In this study, a displacement meter was placed on temporary bridge to monitor the displacement pattern in curve section (R400) completed using temporary bridge method, and wheel load, lateral pressure and derailment coefficient were measured to evaluate the load imposed on track and the stability in curve section (R400) for quantitative evaluation of training running safety. As a result of the measurement, when trains passing over a temporary bridge, the maximum value of Wheel load and Lateral Force is analyzed as the 51% and 81% of standard level according to foreign country's performance tests, There is no trouble with stability analysis in Wheel load and Lateral Force occurring. Additionally, Wheel load and Lateral Force considered as the safety standard are tested 49% of limiting value regardless of trains, which the norm value quite well, there is no problem with train running.

• Journal of the Korean Society for Railway
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• v.13 no.4
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• pp.376-381
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• 2010

In this study, field measurements on KTX, Nuriro and TTX train have been conducted at Kyeongbu and Honam line to predict the wind gust under train at the speed-up of major conventional railway lines using Kiel-probe array and multi-channel pressure scanning system. The results show that the average wind velocity during train passage normalized by train speed is independent to train speed, thus the wind gust for a given train type at the speed-up condition could be predicted. The relationship between the shape of underbody and the characteristics of the underbody wind gust has been discussed.

• Proceedings of the Acoustical Society of Korea Conference
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• 1998.06c
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• pp.427-430
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• 1998

본 논문은 고속철도 역사의 통과구간 설계에 있어서 소음방지에 효과적인 설계안을 검토하기 위하여 7가지의 다양한 대안의 모델을 시뮬레이션하여 그 결과를 비교 분석하였다. 고속열차의 최대 운영속도 300 km/h 기준시 승강장의 허용소음도는 약 91 dB(A) 일 때 이를 만족하는 설계안은 통과구간의 양쪽에 설치하는 방음벽으로는 부족하며 통과구간을 곡면유리로 폐쇄한 터널식의 설계가 허용소음도를 만족하는 것으로 나타났다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.30 no.6
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• pp.78-83
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• 2002

A modified patched grid scheme has been developed and employed for and axi-symmetric unsteady Euler solver based on Roe's FDS to analyze the unsteady flow fields induced by a train and a tunnel. On this paper, the innovative zonal method, named hybrid dimensional approach, was proposed and applied to the train-tunnel interaction problems. The basic idea of this method is to maximize the efficiency of numerical calculations by minimal assumption of spatial dimensions. The hybrid dimensional approach, embedded in the present modified patched grid method, yielded high numerical accuracy as much as the fully axe-symmetric method. The hybrid dimensional approach is expected to reduce the huge computation time of the train-tunnel interaction problems especially in the cases of solving a long tunnel.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.473-476
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• 2011

본 논문에서는 열차와 교량의 상호작용과 주행속도에 의해 결정되어지는 진동지속시간과 차체연직가속도 증폭효과를 고려하여 철도교량의 진동사용성 허용처짐을 제시하고자 하였다. 열차가 교량을 통과할 때의 처짐 형상을 사인파로 가정하고 열차와 교량의 상호작용을 진동전달함수로 표현하여 철도교량의 진동 사용성 허용처짐을 유도하였다. 그리고 진동지속시간을 고려하기 위해 연직가속도 허용기준으로서 진동지속시간을 고려한 교량구조물의 진동사용성기준을 사용하였다. 매개변수연구를 통하여 열차 주행속도의 증가에 비례하여 차체연직가속도는 증가하지만 교량최대변위의 변화는 미미함이 확인됨으로 인하여 차체연직가속도 증가와 동반하여 연직가속도 허용기준역시 증가하는 것을 보정할 필요가 있을 것으로 판단하였다. 따라서 전개된 철도교량의 진동사용성 허용처짐식에 매개변수연구를 통하여 가정한 가속도 증폭계수를 적용하여 열차의 증속에 의한 가속도증폭효과를 고려하였다.

• Journal of the Korean Society for Railway
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• v.13 no.4
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• pp.371-375
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• 2010

In order to decide the strength requirement of the window glass for the high-speed train, the pressure change during the passage of the EMU type high-speed train has been numerically simulated. Based on the calculation results, the pressure difference between the inner and outer pressure of the cabin has been calculated to yield the amount of load acting on the window glass of the cabin. To simulate the pressure field generated by the high-speed train passing through the tunnel, computational fluid dynamics based on the axi-symmetric Navier-Stokes equation has been employed. The pressure change inside a train has been calculated using first order difference approximation based on a linear equation between the pressure change ratio inside a train and the pressure difference of inside and outside of the train.

• Journal of the Korean Society of Hazard Mitigation
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• v.8 no.6
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• pp.61-66
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• 2008

In railroad operation, turnout is the device designed to provide very critical functions of moving the train to the neighboring rail. It's the only movable section among the rail and track equipment, which has a complicated structure and as rapid movement between the wheel and rail during operation is unavoidable, the safety and the vibration caused by the impact load of the passing train becomes always the major concern. Response to rail vibration tends to vary depending on physical properties of the rail, rail base and the ground, making it difficult to estimate the quantitative outcome through the measurement. Thus, experimental or empirical approach, rather than an analytic method, has been more commonly employed to deal with the ground vibration. To predict the vibration of the turnout, an experimental value and the measured values are applied in parallel to the factors with a high degree of uncertainty. This study hence was intended to compare and analyze the vibration values measured at the crossing part of manganese turnout by type of train and turnout and distance, as well as predict the intensity of vibration generated at the crossing part of manganese turnout when tilting train accelerates.

• Journal of Korean Society of Transportation
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• v.25 no.5
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• pp.111-122
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• 2007

This paper investigates the rail service patterns by train class. The emphasis in intercity rail planning is to more efficiently use of existing station facilities. Rail transit operations are affected by the system layout and ridership patterns and by work rules. Operations are also influenced by past practices and the institutional setting. Main factors to decide train service patterns are the location, socioeconomic characteristics, land use and travel demand of the station. In this context, the travel demand of intercity rail station is of crucial significance. Tests on a KTX case shows that train service frequency can be efficiently decreased in weekday to transport the same passenger demand. The work has shown many subjects that need further research including various factors influencing on train frequency. This study serves the railroad authorities in planning and determining business strategy in the increasingly competitive environment of regional rail transport.