• 한국철도학회:학술대회논문집
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• 한국철도학회 2000년도 추계학술대회 논문집
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• pp.628-635
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• 2000

The catenary system supported by the tunnel bracket which has been used uniquely in KNR was selected as the catenary inside narrow existing tunnel in the electrification of Kyeung-Bu Line for operation of Korea High Speed Train(KTX). It was demanded to judge the maximal operable speed of KTX in this catenary system to implement the planning. To do this, the tunnel bracket was firstly tested to obtain the characteristic data. The stiffness of this bracket are computed depending on the location which catenary installed on. Moreover, the catenary using tunnel bracket is modelled numerically respecting the bracket stiffness. Based on these, the dynamics between this catenary and KTX pantograph are simulated with the program developed by ourselves independently. The simulation result are evaluated according to the generally acceptable criteria. Consequently, the maximal operable speed of KTX in the catenary using KNR(Korean National Railroad) tunnel bracket is predicted and some items which are needed to be kept in the processing of implementation are drawn.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 춘계학술대회 논문집
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• pp.509-515
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• 2002

While performing the advisory services of the electrification of conventional lines for KTX(Korea High Speed Train), we faced the speed-up problem of catenary system for the existing narrow tunnel. To solve this problem, the new system, to be named "Oblique encumbrance tunnel catenary", was developed. This system is mainly characterized by a simple catenary type, a dual bracket, a oblique encumbrance, a small system height and the same bracket used for the radial tension load and compression one. In this paper, the basic concepts, overall system configuration and main points considered in a design phase for the ′oblique encumbrance tunnel catenary′ are described. Moreover, the detail design criteria and other contents like manufacturing pilot products and verifying the performance through a factory and site test are added.

• 한국철도학회논문집
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• 제15권5호
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• pp.447-453
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• 2012

본 논문은 경부 고속선과 같이 사전이도가 주어지는 기설 전차선로에서 전차선 장력만을 증가시켜 임시적인 속도 향상 도모하는 경우에 팬터그래프와 습동하는 전차선의 접촉 평면상의 기하학적 형상의 변화가 어떻게 될 것인가를 검토한 것이다. 검토를 위하여 우선 사전이도가 있는 경우에도 정확히 드로퍼 길이를 계산해 낼 수 있는 드로퍼 길이 계산 수식에 대하여 알아보았다. 다음으로 드로퍼 길이 계산 수식을 프로그램화한 전용계산 프로그램을 이용하여 경부고속선 전차선로의 49.5m 경간을 대상으로 전차선 장력을 20kN에서 23kN 및 25kN으로 증가시켰을 때 사전이도량의 변화를 계산하여보았다. 그리고 경부 2단계 구간 현장에서 실제 장력 증가 실험을 실시하여 사전이도량의 변화를 측정하였다. 측정 결과는 계산 값과 비교 검토를 수행하였으며, 결론적으로 전차선 장력을 증가시켜도 기하학적 형상의 변화는 미미하며 집전 성능에 별 영향이 없을 것임을 확인하였다.

• 전자공학회논문지
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• 제52권9호
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• pp.147-152
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• 2015

지금까지의 전차선 검측 시스템은 검측차량을 이용하여 검사구간을 주행 한 후 결과를 산출하였다. 이것은 아열대기후로의 변화에 인한 자연 환경의 급변과 450Km/h급 고속철도 차량의 등장으로 변화가 요구된다. 이에 고속 주행환경과 노반정보를 반영하는 융합 가변형 전차선 검측시스템의 구조를 연구하였다. 기존의 시스템은 전차선에 한정하여 마모의 정도를 판단하였다. 이에 비해 본 논문에서는 검지를 위하여 참조하는 정보를 검측대상의 영상정보에 추가하여 음향정보를 융합하였고, 지형정보에 따라 검지빈도와 정밀도를 가변적으로 적용함으로써 시설물 검측에 대한 기본적인 모델을 제안하였다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2007년도 제38회 하계학술대회
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• pp.375-378
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• 2007

In these days, Korea Railway apply simple catenary system to general lines and high speed lines of Korea Electric Railway. Circulation Current in catenary system frequently bring undesirable consequences. Namely, the Connector wire has many problems according to a flow of excessive circulation (or traction current) and a sudden rise of temperature on catenary when electric car or locomotive is running in high speed. The occurrence of events by the load increasement do considerable damages to peoples, organizations and systems. On a case by case accidents, the reeltype protective cover as part of various methods has some problems. In this project, we proposed the improved changes on the catenary system of a improvement and change of a messenger wire protector, improvement of connector wire's institution angle and of a replacement the connector wire with a dropper. Its tridimensional space limitation dictated the scale of the $32{\times}{\Phi}55$ to be as small as possible. It is easier to install than work by the existing cover on the messenger wire.

• 대한기계학회논문집
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• 제16권8호
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• pp.1438-1445
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• 1992

본 연구에서는 그린(green)의 함수를 사용한 가선-판토그래프 계 운동 해석 방법을 개발하였다. 이 방법은 집중질량 방법이나 모우드 해석법에 비하여 더욱 해 석적이며, 모우드 해석법과는 달리 고유 진동수나 진동형의 계산이 필요하지 않다.

• Journal of Electrical Engineering and Technology
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• 제12권2호
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• pp.950-958
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• 2017

Viaduct increases the height of subway catenary, namely magnifies lightning attraction scope that lead to higher possibility of suffering lightning stroke. Therefore, it is necessary to analyze performance of lightning striking to catenary of subway in viaduct section and propose an improving lightning protection scheme. In this paper, using ATP-EMTP simulation software to establish an associated model to evaluate lightning withstand level of catenary with existing lightning protection schemes including arrester and grounding point, an improving lightning protection scheme is proposed - every pillar ground earth and arresters are installed with some installing spacing between 200m to 400m based on lightning damage degree and reliability requirements - according to analyzing results: while lightning withstand level is lowest for lightning striking to the neutral pillar, lightning withstand level is greatest for lightning striking to the both-ends pillar that arrester and grounding point are both installed; grounding point could obviously improve lightning withstand level for lightning striking to ground wire while arrester could obviously improve the lightning withstand level for lightning striking to catenary; every pillar ground earth could enhance the lowest lightning withstanding level up to 2.5 times than of that pillar ground earth across every 200m.

• Interaction and multiscale mechanics
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• 제1권3호
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• pp.381-396
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• 2008

The aerostatic instability of cable-supported bridges is studied, with emphasis placed on modeling of the geometric nonlinear effects of various components of cable-supported bridges. Two-node catenary cable elements, which are more rational than truss elements, are adopted for simulating cables with large or small sags. Aerostatic loads are expressed in terms of the mean drag, lift and pitching moment coefficients. The geometric nonlinear analysis is performed with the dead loads and wind loads applied in two stages. The critical wind velocity for aerostatic instability is obtained as the condition when the pitching angle of the bridge deck becomes unbounded. Unlike those existing in the literature, each intermediate step of the incremental-iterative procedure is clearly given and interpreted. As such, the solutions obtained for the bridges are believed to be more rational than existing ones. Comparisons and discussions are given for the examples studied.

• 한국철도학회논문집
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• 제14권5호
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• pp.404-410
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• 2011

AT 방식의 교류 급전시스템에서는 고장점 표정하기 위해 리액턴스 방식과 AT흡상전류비 방식을 채택하고 있다. 하지만 이 방식들은 여러 이유로 인해 표정 오차가 발생할 수 있다. 기존 방식의 이러한 단점을 해결하기 위해 전차선 전류 분류비를 이용하여 고장점을 표정하는 새로운 기법을 제안한다. 전차선 전류 분류비 방식은 기존에 전차선에 연결되어 있는 보호계전기를 사용하여 각 전차선의 전류를 측정하고 취합하여, 그 비(ratio)를 이용하여 고장지점을 표정한다. 이 방식은 기존의 기법보다 더 정확한 고장점을 표정할 수 있으며, 기존의 설치되어있는 계전기를 사용함으로써 추가 설비의 비용을 절감할 수 있다.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2004년도 춘계학술발표대회 논문집
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• pp.30-33
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• 2004

This paper suggested that the technical specification of tilting train EMU for speed up on existing lines. High speed strategy of existing lines are the modification of railway system which are made on cant, lengths of transition curves, the catenary system and train system. Tilting technology is more useful a strategy for speed increases on existing lines with low investment needed. We performed a feasibility study which is considered out real track conditions and designed propulsion and braking system of tilting EMU system.