• 한국철도학회지
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• 제10권1호
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• pp.23-37
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• 2007

1964년 일본에서 세계 최초로 개통된 고속철도는 그간 세계교통시장에 큰 영향력을 발휘해 왔다. 역사적으로 고속철도는 국제수송인프라로서 사람과 물자의 신속한 이동을 가능하게 했다는 점에서 로마시대의 도로(Roman Road)와 비슷한 특징을 가지고 있다. 최근 고속철도는 빠른 속도를 바탕으로 높은 경제성과 지속 가능 형 교통체계가 추구하는 환경, 에너지 면에서 편익을 가지고 있어 그 중요성이 더욱 높아지고 있다. 고속철도가 성공한 주요한 요인으로는 높은 수요와 함께 지형적인 여건을 고려한 낮은 건설비용에 있다. 지금까지 고속철도 운영에서 성공한 일본과 프랑스의 경우를 보면 일본은 높은 수송수요, 프랑스는 건설비용을 최소화하는 전략으로 각각 성공을 거두었다. 일본을 대표하는 수요 중심적 고속철도운영모델은 대략 300km~500km 구간에서 1일 10만이상의 승객을 수송하는 모델로 한국 등 동아시아의 국가들이 여기에 해당한다고 하겠다. 한편 프랑스는 수요는 많지 않지만 최소한의 비용으로 건설한 장점을 가지고 있다. 독일의 경우는 건설비용적 측면에서 일본과 프랑스의 중간적인 위치이지만 여객과 화물모두를 취급하여 고속철도의 운영효율을 높이고 있다. 향후 한국, 대만 그리고 중국은 일본의 수요중심적인 고속철도운영모델을 따를 것을로 예상되는데 이는 높은 인구밀도와 고속철도네트워크를 중심으로 밀집한 높은 경제력에 기인한다. 본 논문에서는 Vickerman이 주장한 고속철도는 간선구간에서 1일 4만 명 이상을 수송할 경우 성공적인 모델이 된다는 견해를 한국이나 타이완, 중국의 예를 들어 논증하였다. 마지막으로 본 논문에서는 고속철도가 신선에서 250km/h, 개량 선에서 200km/h의 속도로 운행되고 네트워크 주변에 높은 인구밀도를 가지거나 낮은 비용으로 건설될 경우 성공적으로 운행된다는 사실을 각국의 사례를 통해 증명하였다.

• Structural Engineering and Mechanics
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• 제81권2호
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• pp.219-230
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• 2022

Due to the large number of railway bridges along China's high-speed railway (HSR) lines, which cover a wide area with many lines crossing the seismic zone, the possibility of a HSR train running over a bridge when an earthquake occurs is relatively high. Since the safety performance of the train will be threatened, it is necessary to study the safety of trains running over HSR bridges during earthquakes. However, ground motion (GM) is highly random and selecting the appropriate ground-motion intensity measures (IMs) for train running safety analysis is not trivial. To deal this problem, a model of a coupled train-bridge system under seismic excitation was established and 104 GM samples were selected to evaluate the correlation between 16 different IMs and train running safety over HSR bridges during earthquakes. The results show that spectral velocity (SvT₁) and displacement (SdT₁) at the fundamental period of the structure have good correlation with train running safety for medium-and long-period HSR bridges, and velocity spectrum intensity (VSI) and Housner intensity (HI) have good correlation for a wide range of structural periods. Overall, VSI and HI are the optimal IMs for safety analysis of trains running over HSR bridges during earthquakes. Finally, based on VSI and HI, the IM thresholds of an HSR bridge at different speed were analyzed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1066-1076
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• 2011

The subsystems of HSR train control system in each country has developed and operated till early 2000, however 2001/16/EC ERTMS is issued for inter-operability among European train control systems in 2001. So it is trend that ERTMS/ETCS has been applied to not only low-speed train system but high-speed train system over 300km/h in many countries of Europe. According to the government policies of the Honam HSR, metropolitan HSR and test lines, incoming on-board signal control system has been required caused by speed limit to 160km/h on the ground signal system. As ETCS-Level 1 system has applied in our railways from 2003, so our train control system has depended on foreign technologies. In this paper, we analyzed to localize train control system for being ready to protect foreign policies and obtaining core technologies of HSR train control system for instance ETCS-Level2.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 하계학술대회 논문집 B
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• pp.1297-1299
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• 2003

The Present headway on KNR lines varies from 6 to 10 minutes depending on the each line. Therefore KNR would like to reduce the headway of the all lines by 4 minutes with the implementation of ERTMS/ECTS on-board system. With the operation of HSR lines in 2004 the bottleneck would be expected within a few sections such as Seoul-Siheung which will be the common route between KTX and conventional lines. This study will analyze and compare the optimal headway can be accomplished by the ATS trackside and that of ETRMS/ETCS on-board system within the Seoul-Siheung section.

• 대한토목학회논문집
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• 제26권1D호
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• pp.125-132
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• 2006

본 연구에서는 터널 내에서 자갈도상궤도와 콘크리트 슬래브궤도 등 궤도 형식에 따른 궤도와 차량의 진동특성을 규명하기 위해 자갈도상궤도와 콘크리트 슬래브궤도가 부설된 경부고속철도 터널 내에서 궤도와 KTX 차체의 진동가속도를 측정하여 주파수 해석을 수행하였으며, 이를 통해 궤도 형식에 따른 레일, 침목, 자갈도상, 슬래브 등 궤도 구성품과 터널 라이닝 등 궤도의 진동과 차체의 진동 특성을 분석하고, 그 상관관계를 분석하였다. 측정결과에 따르면 터널 내에서는 80Hz 대역의 주파수에서 레일과 차량의 진동이 크게 증가하였고, 특히 콘크리트 슬래브궤도가 부설된 터널에서 진동이 더욱 크게 나타났다. 연구결과에 의하면 레일 지지 스프링의 동적특성의 변화에 따라 차량을 포함한 전체 시스템의 진동특성이 달라질 수 있으며, 따라서 콘크리트 슬래브궤도의 지지강성을 결정하는 데 있어서 시스템 측면에서 차량의 진동과의 상호관계를 고려해야 한다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2000년도 추계학술대회 논문집
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• pp.636-651
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• 2000

In these days, SNCF replace the connector wire (M-T type) with a dropper has a equivalent role and function of the one in general lines of TGV, and change the connector wire (T-T-M-M-T-T, T-T-M-M-T type, etc) into a New one has more flexible cable in parallel lines (air section air joint, etc) of TGV. The Connector wire has many problems according to a flow of excessive circulation current (or traction current) and a sudden rise of temperature on catenary when electric locomotive is running in high speed. To solve the question at issue of the connector wire in high speed railway catenary system of Fiance, SNCF return their operating experience in TGV lines to design and execution of catenary system Therefore, we have to deal with the question in design and execution of catenary system for kyoungbu HSR line because we will spend a lot of time and more money for maintenance than for construction of that.

• 한국철도학회논문집
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• 제6권3호
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• pp.156-162
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• 2003

Due to almost all tracks of new Kyoungbu high-speed lines(HSL) consisting of bridges and tunnels, HSR operational safety management is very important factor for passenger safety and preventing catastrophic event. Especially, it is important to approach the scene of the accident and assist in saving lives as soon as possible under emergency conditions. Therefore it is essential to prepare access methods and available resources in advance in order to support emergency correspodances promptly and effectively. This paper persents an application of geographical information system(GIS) for developing emergency management system as well as batabase system on tracks and facilities, electric/communication equipment and safety equipment required to support emergencies. The on-site information on the proximity of HSL is expressed on the numerical map, which can be helpful to call external supports such as medical service, local authorities, police offices, fire brigades, and etc. for the emergency situations.

• 한국소음진동공학회논문집
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• 제23권2호
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• pp.112-122
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• 2013

Recently the construction of stations under railway lines and railway sections passing through central area of cities are increasing, calling for an urgent establishment of countermeasures against railway vibration and its subsequent second-phase noise. Of technology developed up to now, the most efficient countermeasure is the floating slab track, a track system isolated from the sub-structure by springs. Unfortunately, however, the system design technology and technology for key components have not yet developed in Korea. As such, in this study, the analysis and design technology of floating slab track and its vibration isolator technology can be achieved. In preparation for future demands, it is expected to raise awareness for the need of technology self-support and to make a meaningful contribution to mitigating vibration and noise produced by the next-generation high-speed railway.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.140-144
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• 2011

As a result of that the domestic railway technology has been progressed as times go by, the 1st and the 2nd steps for Gyeongbu HSR at the speed of more than 300km/h, were completed and Honam HSR - its operational speed is 350km/h - is under construction. Additionally, As a part of the expressization project for general lines, the Seoul-Chuncheon route at the speed of more than 180[km/h] is under construction and the Jeolla route is under design. At present, 11 countries (e.g. France, Germany, Belgium, Italy, the Netherlands, Spain, England, Japan, China and Taiwan) including Korea have high speed railways operated at the speed of more than 300[km/h]. As shown in the above, the domestic railway has high speed trains as good as those of countries outside Korea, but the schedule speed, which is calculated by dividing distance to destination by time, is lower than that of overseas trains. For overseas railway, the ratio of schedule speed to the highest speed is above 65%, while that of domestic railways is over 50%. It shows a significant difference between them. It is expected that the schedule speed improvement will increase the number of train operation and line capacities than now, so it shall achieve smooth transportation flow and improve the passengers' satisfaction. In this paper we describe the necessity for the improvement of schedule speed, by analyzing foreign cases related to the improvement of schedule speed in order to satisfy the increasing traffic demand.

• 한국철도학회논문집
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• 제18권2호
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• pp.139-148
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• 2015

자갈궤도에서 레일과 침목을 연결하는 체결장치의 레일패드 강성이 증가함에 따라 윤중이 증가하고 궤도틀림진전이 증가되어 궤도유지보수비가 증가하게 된다. 반면에 레일패드강성이 감소하면 차량운행에 따른 전력소모비가 증가하게 된다. 따라서 자갈궤도 설계 시에 차량과 궤도 및 운영조건을 고려하여 궤도유지보수비와 전력소모비를 가급적 작게 할 수 있는 적정 레일패드강성을 결정하는 것은 철도 경제성 확보차원에서 중요한 과제라 할 수 있다. 본 연구에서는 L$\acute{o}$pez Pita 등이 제시한 자갈궤도에서의 최적레일패드 강성을 평가하는 프로세서를 기초로 적정 레일패드강성 범위를 구하였다. 연구결과에 중요한 영향을 주는 레일패드강성에 따른 윤중변화를 보다 정확하게 평가하기 위하여 궤도구성품의 거동특성을 보다 상세하게 고려할 수 있는 고도화된 수치해석적 기법을 사용하여 평가하였다. 또한 국내에서의 차량, 궤도 운영조건을 고려함으로써 국내에서 궤도설계에 적용할 수 있는 적정 레일패드강성 범위를 도출하였다.