• The Journal of the Convergence on Culture Technology
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• v.6 no.3
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• pp.443-448
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• 2020

In this study, field measurements were performed to analyze the effects of train types (AREX, AREX Express, KTX, KTX-Sancheon) and train speeds on the dynamic behavior of the direct fixation track structure on Yeongjong grand bridge by bridge type (truss bridge, suspension bridge). Based on field measurement results, the track impact factor and train running stability (coefficient of derailment, Rate of wheel load reduction, lateral displacement of rail head) are compared with domestic and foreign standards and regulations to influence the dynamic behavior of direct fixation track. As a result, the differences in the dynamic behavior of the direct fixation tracks by the type of bridges of Yeongjong bridge are not significant, but it was analyzed that these were more directly affected by the magnitude of the train load. Therefore, it is necessary to establish the reinforcement plan of the direct fixation track structure on Yeongjong grand bridge in consideration of the increase of the track impact factor and dynamic track force.

• Journal of the Korean Society for Railway
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• v.7 no.1
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• pp.49-54
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• 2004

Particularly derailing freight wagon, which are loaded with dangerous chemicals, has large damages on humans and environment. In this paper the dynamic characteristic of the laminated leaf spring under extreme situation, for example derailment, is examined. The leaf spring has a static hysteresis. Not only the friction value, but also the spring rate are influenced by this hysteresis characteristic. Because of the static hysteresis of the leaf spring the spring rate must be used in normal operation depending upon the loading and the kind of the excitation with the up to 10-fold value of the static spring rate. Some characteristics of the leaf spring can be treated like well-known viscous damping, but fer special situation (preload and/or excitation) particular calculation are necessary.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.1185_1186
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• 2009

철도신호시스템은 열차들의 운행간격과 열차진로를 제어하는 기능을 담당함으로써 열차를 안전하고 효율적으로 운영하는 데 있어 핵심적인 역할을 수행한다. 철도신호시스템의 고장은 열차운행중지를 비롯하여 열차충돌이나 탈선등과 같은 치명적인 사고로 직결될 수 있기 때문에 시스템의 신뢰성과 안전성이 매우 중요하다. 현재까지 철도신호시스템에서는 지존의 지상신호방식이 많이 사용되어 왔으나 지상에 설치된 신호기 현시상태를 기관사가 확인하여 열차속도를 제어함으로써 기관사의 인적 오류 등의 사고 위험이 있다. 아울러 시스템의 수명이 다 되어 시스템절체의 필요성이 있다. 이에 따라 최근에는 컴퓨터 및 통신기술을 이용하여 열차속도제어 정보를 차상으로 송신하고, 차량에서 열차속도를 제어하는 차상신호방식이 도입 적용 되어 효과를 보고 있다. 따라서 수명이 다된 신호시스템을 교체하기 위하여 승객을 위한 운행서비스를 하면서 새로운 방식으로 절체 하는 것이 필요하다. 이에 본 논문에서는 시스템 절체과정의 절차와 시스템검증을 위한 일련의 과정중 간섭의 문제점을 시험평가를 통해 확인하였다.

• Computational Structural Engineering
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• v.29 no.1
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• pp.40-45
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• 2016

• Magazine of the Korean Society of Hazard Mitigation
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• v.10 no.2
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• pp.35-41
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• 2010

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.3
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• pp.29-38
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• 2009

n the event of an earthquake, additional stresses can occur in the continuous welded rails (CWR) of High-speed railway (HSR) bridges due to relative displacements at expansion joints, and this stress can cause derailment. The amplification of ground motion occurs as a result of site effects, and this is pronounced at the site of a soft surface soil layer and of a rigid surface soil layer over a soft one. As a result, the amplified ground motion leads to an amplified seismic response in HSR bridges. A change in bridge pier height affects the seismic behavior of the bridge. A HSR bridge with gravel ballast tracks will show different dynamic behavior during an earthquake than one with concrete ballast tracks. The seismic responses of HSR bridges and their CWR are analyzed considering the derailment-inducing factors.

• 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.

• Journal of the Korean Society for Railway
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• v.17 no.1
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• pp.28-34
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• 2014

In this paper, a concept design of a rail type ultra-high-speed train is proposed and its dynamic characteristics are analyzed. Instead of the existing solid axle, a new type bogie system and independently rotating wheels are applied in the proposed train. In order to analyze the dynamic characteristics, a multibody dynamic model of a vehicle is developed and the basic validity is verified by eigenvalue analysis. Also, it is shown that the critical speed is improved in comparison to that of existing high-speed train model HEMU-430X. Finally, through 7000R curved track driving analysis at a speed of 550 km/h, the lateral force of the wheels and the derailment quotient are estimated and the applicability of the new concept railway vehicle is confirmed.

• 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.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.35 no.8
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• pp.941-949
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• 2011

When a railway vehicle passes through curves & transitions, the running speed must be improved by setting limits on the maximum running speed in each section of the conventional line(Dongdaegoo-Namsunghyun) considering derailment safety. Our goal is to improve the maximum running speed of railway vehicle that passes through curves & transitions where there is a high risk of derailment. We examined the influence on the derailment safety when the railway vehicle passes through curves of actual track conditions (Dongdaegoo-Namsunghyun up and down lines). We performed the derailment safety analysis by increasing the running speed on curve radius by 5%.20% compared to existing speed under actual track conditions.