• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1647-1656
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• 2007

고속철도 서비스 수혜지역의 확대 요구에도 불구하고, 현재 국가 철도망 관련 상위계획 상에서 제시된 장래 국가 철도망은 수송애로구간 및 수송수요 분석에 의한 개략적인 노선계획이라 할 수 있으며, 합리적이고 장기적인 국가 고속철도망 구축방향은 마련되어 있지 않은 상황이다. 더욱이 기존 철도망의 투자우선순위 평가항목은 경제적 타당성 및 수송수요 규모 등으로 대표되는 투자 효율성, 기존 철도망과 연계될 수 있는 네트워크 연결성, 정책적 타당성으로 획일화 되어 있으며, 이중 대부분의 철도망 계획에 가장 큰 영향을 미치는 항목은 B/C 비율로 대표되는 투자 효율성 측면이라 할 수 있다. 이에 본 연구는 우리나라의 중장기적 고속철도망 계획과 투자우선순위를 전통적인 평가기법에서 벗어나 지속가능한 교통(sustainable transportation)의 관점에서 이를 분석할 수 있는 방법론을 제안하는데 그 목적이 있다. 본 연구는 먼저 지속가능한 교통에 대한 정의를 내리고, 이를 측정할 수 있는 지속가능한 교통 지표를 교통 효과성 지표, 환경지표, 경제지표 및 사회지표로 제시한 다음 지속가능한 고속철도망 평가를 위한 목표와 성과 척도를 선정하였다. 그리고 지속가능한 교통의 관점에서 우리나라 고속철도망의 계획과 투자우선순위를 분석할 수 있는 다원-속성 효용이론(multi-attribute utility theory)을 이용한 다원-기준 의사결정방법론을 제안하였다.

• 한국정보통신학회논문지
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• 제23권12호
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• pp.1500-1505
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• 2019

현재 전 세계적으로 ICT 스마트시티의 일환으로 도시교통 문제해결을 위한 차세대 지능형 교통시스템인 C-ITS(Cooperative-Intelligent Transport Systems) 구축을 추진하고 있다. C-ITS와 함께 자율주행 서비스를 실현하기 위해서는 첨단 도로 인프라의 역할이 중요하다. 그리고 중장기적인 C-ITS, 자율주행서비스의 연구와 함께 단기적으로 도로 교통안전을 위한 보다 현실적인 솔루션 제시가 필요하다. 따라서 본 논문에서는 IoT 가드 레일을 기반으로 C-ITS의 필수 요구정보인 교통흐름과 사고위험 정보를 감지·분석하여, 도로 현장에 즉각적인 경보와 원격 모니터링을 제공할 수 있는 고속도로 사고감지 및 경보 시스템을 제안한다. 지능형 IoT 가드 레일은 장기적으로 C-ITS와 자율주행 서비스에서 요구하는 실제 도로 현장에서의 데이터를 제공하는 지능적 첨단 도로 인프라로서 활용될 것으로 기대된다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2008년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.166-168
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• 2008

DC feeding system is mainly floating but the rail potential and the leakage current are created because of long parallelism between rails and ground. Rail potential causes electric shock to human and leakage current causes electrolytic corrosion to nearby the buried metals. Therefore the design technologies to reduce, protect and monitor these effects are important recent DC feeding system. Rail potential and leakage current are analysed based on propagation theory that is utilized in order to simulate grounding system. New measurement procedure is proposed based on this analysis in order to more be accurate in result.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.389-396
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• 2010

After analyzing network of the region of western sea, which is the center of Circle Yellow-Sea economic region, and Circle Bo-Hai and the delta of a long river economic region, which are belong to three major economic region of China, as an efficient strategy, rail & sea multi-transport system of Korea-China joint SOC strategy is suggested. Rail & Sea multi-transport system, which is the links of railroads and shipping transport, can be subdivided into train-ferry, which is the transport of loaded trains into a vessel, and transshipment, which is transshipment of containers from railroads to vessels. And, the way of railroads transport through a tunnel under the sea is also suggested.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1999년도 춘계학술대회 논문집
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• pp.442-449
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• 1999

Due to temperature variations, considerable longitudinal rail forces and displacements may develop in continuous welded rail(CWR) track on long-span bridges or viaducts. Excessive relative displacements between sleepers and ballast bed may disturb the stable position of the track in the ballast which results in a lower frictional resistance. Generally, these problems are solved by installing rail expansion devices. However the application of expansion devices in high-speed tracks on existing bridges, as a means to prevent excessive longitudinal displacements and forces, is not attractive method due to comfort, safety and maintenance aspects. An alternative and very effective solution is possibly the use of so-called zero longitudinal restraint(ZLR) fastenings over some length of the track. The calculations, carried out in this respect, show a considerable reduction of track displacements, track forces, and the relative sleeper/ballast displacements. This reduction depends on the length over which these fastenings are installed. In this paper calculations of the longitudinal displacments and forces in a CWR track and substructure resulting from thermal, mechanical and kinematical loads were carried out using the FEM analysis program LUSAS

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.53-56
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• 2004

A light rail transit would be one of effective means to solve a traffic problem of the city. Noise and vibration originated from light railway, however, would be another problem. This study focuses on the method of decreasing noise and vibration for a light railway, and comprises track condition, driving condition, linear condition, vehicle condition and civil engineering structure condition. For decreasing noise and vibration in an track, long rail laying and low vibration track laying would be good methods. The result of this study proves that improving the track wold be the most economical and valid method for decreasing noise and vibration for light railway.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.10-16
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• 2008

In order to improve stability of rail and ride comfort, railway bridges should be maintained a integrity. However, it is necessary to plan various reinforcements and improvements because of a long term used and external effects. In this paper, the improvement plan which is reflected by investigation for reinforcement and improvement is introduced. The constituents of the structures are defined in order to optimize the improvement plane, and the analysis for relationships between the constituents are performed by several evaluation. Finally, the improvement plan is applied to a structure using impact factors for the external effects in order to obtain the improvements reasonably.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.1300-1309
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• 2010

In the railway bridges, steel plate girder types are preferred due the high stability. Nevertheless, it has been pointed out that this type of bridge has problems such as, structural damages in the rail and girder seat, noise problem due to impact at the rail joint and excessive vibration. This vibration and/or deflection are mainly because insufficient stiffness of steel plate type of bridge. To resolve these problems, PC-Slab composite plate girder type which has simple process and economic cost, is proposed in this study. The static and dynamic experiment is performed by using the production of actual sized PC-Slab and abandoned steel plate girder. The object of this experiment is to verify the fact that girder stiffness increase and structural safety. The result of the experiment is used to analyze the effect of performance improvement of PC composite plate girder type. Using this method, economic rail maintainers, girder stiffness increase, and also speed/ride improvement even for existing rail could be expected by dynamic performance improvement. Additionally noise due to impact, deflection and vibration caused from long rails can be reduced.

• Smart Structures and Systems
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• 제21권5호
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• pp.537-548
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• 2018

A tunnel deformation monitoring system is developed with the use of fiber Bragg grating (FBG) sensing technique, aiming at providing continuous monitoring of railway tunnel deformation in the long term, and early warning for the rail service maintainers and authorities to avoid catastrophic consequences when significant deformation occurs. Specifically, a set of FBG bending gauges with the ability of angle measurement and temperature compensation is designed and manufactured for the purpose of online monitoring of tunnel deformation. An overall profile of lateral tunnel displacement along the longitudinal direction can be obtained by implementing an array of the FBG bending gauges interconnected by rigid rods, in conjunction with a proper algorithm. The devised system is verified in laboratory experiments with a test setup enabling to imitate various patterns of tunnel deformation before the implementation of this system in an in-service high-speed railway (HSR) tunnel.

• 자연, 터널 그리고 지하공간
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• 제3권2호
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• pp.32-44
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• 2001

Most of the major aspects of the high speed rail tunnels in Korea, including such items as the tunnel geometry, excavation methods, primary support, final lining, drainage and waterproofing, are similar to the practices followed in other countries. The tunnels in Korea provide the largest net internal area $(107\;m^2)$ as compared to the other counties addressed in this paper. The effective adaptation and modification of international practices and designs, combined with the integration of domestic practices, has resulted in the successful construction of these large tunnels. The experience gained from the completed work to date on the high speed line in Korea, combined with international technology input, will help to ensure future tunnels are constructed in an efficient manner with adequate design measures implemented for the long-term operational life of the tunnels. As has occurred in these other countries, further improvements and modifications to the Korea high-speed railway tunnels will occur as experience is gained and new technology develops.