• 한국철도학회지
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• 제9권2호
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• pp.19-24
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• 2006

Green gas emissions Trading System(ETS) came into effect in the Europe last year 2005. All transport modes have tried to reduce green gas emission and EU member countries are promoting the use of environmental friendly transport mode to avoid economic loss due to green gas emission. Besides ETS, rapidly rising of oil price and peak oil urge to invest more in the environmental friendly public transport mode and to discourage the use of private cars. The operation of KTX is estimated to bring external cost reduction up to 570 bil. won in 2004 based on European external unit costs of transport modes. This result implies that the expansion of high speed rail network and reconsideration of East-West high speed rail network which is not considered because of weak economic validity is required.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.1312-1319
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• 2006

Several countries including Korea, Japan and European countries have reached the stage of planning, constructing their high-speed railway systems. High-speed train will become a key tool for intercity passenger transportation. Before that, safety of high-speed train must be secured. It is connected directly with track. The track is composed of ballast, tie, fastening and rail. Also, the fastening system makes tie and rail connect. In this case of the railway bridges used concrete slab track, the deflection of the bridge cause uplife of the rail at the areas between segments. In the structural analysis about it, stiffness of the fastening systems has been assumed. Therefore, use of the stiffness according to an experimental study needs. In this study, the stiffness values of various types of fastening systems are determined by the experiment and the structural behavior of fastening system is analyzed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집 특별세미나,특별/일반세션
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• pp.465-470
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• 2009

This paper discusses the numerical study on the dynamics of the high-speed EMU by developing the 34 degrees-of-freedom (DOF) lumped parameter model including the effect of the creepage. In order to reflect the creepage, the Kalker's wheel-rail contact theory is introduced in the proposed model. The dynamic analysis using $Matlab^{(R)}$ software is conducted, and its results are compared with those from ADAMS/Rail to investigate the validity of the proposed 34-DOF lumped parameter model. It is demonstrated that the results from the numerical study are similar to those from ADAMS/Rail. In addition, the critical design parameters of high-speed EMU are examined, and the design guidelines for reducing vibration and enhancing ride quality are proposed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 추계학술대회 논문집
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• pp.24-29
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• 1998

To absorb the deformation of ,external live load, thermal gradient, shrinkage and creep in bridge structures and general structures, expansion joint has to be established. Especially expansion joint for high-speed railway bridge has to accomodate the static and dynamic forces and it not only has the durability of itself but also maintain the durability of structure by preventing the leakage of water. The actual used product of expansion joint for high-speed railway bridge is only ones made in France, Germany and Japan. In this study, the development process and test results of developed expansion joint are introduced which has the functional operation and durability enough to apply to high-speed railway bridges, roadway bridges and general structures. The tests consist of fatigue-durability test of 3 million times by high-speed rail load, leakage test and jack-up test for verifying the possibility of exchanging it. The performance of developed expansion joint satisfy the specification of Korea High Speed Rail Construction Authority.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(I)
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• pp.3-16
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• 2003

'High speed' in today's railway is generally understood to mean 'regular revenue-earning operation of passenger trains at more than 200 km/h', and true high-speed services in this sense began in Japan in 1964. Today, Japan's high-speed rail network slightly exceeds 2, 000 km, carrying around 750, 000 passengers every day without any fatal accident for nearly 40 years.(omitted)

• 공업화학
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• 제34권1호
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• pp.69-74
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• 2023

화학적 제빙 방법으로 프로필렌글리콜 제빙액은 동절기 고속철도차량 하부 및 대차부에 부착되는 설빙으로 인한 결빙을 녹이는데 적용가능하다. 프로필렌글리콜 제빙액을 운행 전 고속철도차량에 철도차량 하부 및 대차부에 미리 살포하여 눈의 부착을 최소화하면 해빙 효율을 더 높일 수 있다. 고속철도의 경우 프로필렌글리콜 제빙액을 살포하여도 고속으로 운행 시 대차 표면에서 제빙액은 거의 소실되기 때문에 눈의 부착으로 인한 결빙에 대한 방빙성능은 떨어진다. 본 연구에서는 동절기 고속철도차량 하부 및 대차부에 부착되는 설빙으로 인한 결빙을 방지하기 위해 표면의 결빙을 방지하는 발수 성분을 포함하는 프로필렌글리콜 제·방빙액의 특성을 연구하였다. 발수제의 종류에 따른 점도, 융빙성능, 접촉각 및 방빙성능에 대한 비교 평가를 실시하여 고속철도차량 제·방빙액으로 최적의 물질을 찾고자 하였다. 평가 결과 에톡시실란 타입의 발수제 성분을 포함하는 제·방빙액이 가장 적합한 것으로 확인하였다.

• 한국철도학회논문집
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• 제17권1호
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• pp.7-13
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• 2014

팬터그래프와 전차선 사이의 이선을 유발하는 주요 요인은 팬터그래프로 인하여 전차선에 야기되는 파동의 전파와 반사 그리고 열차 진행방향의 전차선로 강성변화이다. 본 논문의 목적은 200km/h급 일반철도와 300km/h급 고속철도에서 이선을 효과적으로 줄이기 위하여 앞서 언급하였던 두 가지 요인 중에서 어느 쪽을 중요하게 고려해야 하는지를 분석하는 것이다. 고속철도 경우에는 파동의 전파와 반사가 강성 변화에 비하여 집전성능에 영향을 더 크게 미친다. 증속을 위해서는 드로퍼 경량화와 전차선 고 장력 부여를 위한 고 강도 전차선 개발이 필요하다. 파동전파속도를 향상하기 위하여 조가선의 장력을 증가시키면 오히려 집전성능을 악화할 수 있음에 유의해야 한다. 200km/h급 일반철도의 경우에는 전차선로 강성 변화가 파동 전파 및 반사에 비하여 집전성능에 영향을 더 미치므로 강성변화를 완화시키기 위하여 경간길이 축소, 전차선로의 장력 증가 및 드로퍼배치 최적화가 필요하다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.984-988
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• 2010

In Korea, the next generation high-speed train, whose target is maximum speed of 400km/h and operating speed of 370km/h, has been developed since 2007. In this paper, the safety of the next generation high-speed train is compared UIC 518OR under the malfunctioning situation of the suspension system. The bogie of the next generation high-speed train has two suspensions. Two different vehicle models of the next generation high-speed train are created by using VAMPIRE and ADAMS/Rail, which are specialized to design railway vehicle. And Those models are showed same dynamic properties. First of all, the sensitivity analysis of ModelCenter is performed using model of VAMPIRE. One suspension element which has significant effects on the safety are selected by result of the sensitivity analysis. And then, the dynamic analysis when the suspension element is broken is performed using ADAMS/Rail. The 30km track between Pungsegyo and Biryong tunnel in Gyeongbu High-speed Line was used at the dynamic analysis. The estimated value is found by using the normal method of UIC 518OR. The estimated values on the normal/fault state and the limit values of UIC 518OR are compared. Finally, the safety of the next generation high-speed train is verified.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1320-1326
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• 2011

The maximum speed of high-speed rail is restricted to various factors such as track condition including slope and radius, tunnel and dynamic stability of vehicle. Among the various factors, traction effort and resistance to motion is principal and basic factor. In addition, at high speed over 300km/h, aerodynamic drag amounts up to 80% of resistance to motion, that it can be said that aerodynamic drag is the most important factor to decide the maximum speed of high-speed rail system. This paper deals with a measure to increase the maximum speed of high-speed train by reducing aerodynamic drag. The traction effort curve and resistance to motion curve of existing high-speed train under development has been employed to set up the target of aerodynamic drag reduction to reach up to 500km/h without modification traction system. In addition, the contribution of various sources of aerodynamic drag to total value has been analyzed and the strategy for implementation of aerodynamic drag reduction has been discussed based on the aerodynamic simulation results around the train using computational fluid dynamics.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1999년도 추계학술대회 논문집
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• pp.189-201
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• 1999

According to the current trend of single arm type pantograph for high speed trail korean pantograph designed to single arm type will be installed on each power car roof of prototype train of korean very high speed rail configured to 7 cars and have the characteristics of maximum 1% contact loss at 350 km/h speed. This study is devoted to design basically element components of pantograph for korean very high speed train on the basis of kinematic analysis, static analysis and dynamic analysis, followed by making the basic drawings of korean pantograph. This drawings will be complemented through certification tests of prototype pantograph and verification of analysis software.