• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.757-762
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• 2011

As our society is becoming an aging society, there is an increasing number of the elderly. Recently, mobility handicapped like the elderly and the disable take part in many social activities. It is required public transportation systems for them. Already, the traffic policy for mobility handicapped including pregnant woman and child, has been established in many cities. Particularly, the convenience of mobility for the handicapped in the urban rail stations is depend on a pedestrian facilities like escalators and elevators. The pedestrian facilities have been built in urban rail stations without rules for mobility handicapped. To make the more convenient and more safe stations, the more study about mobility handicapped and non-mobility handicapped is needed. This paper preferentially discusses the pedestrian facilities with other convenience facilities in urban rail stations. This paper explains also their preference, relative satisfaction and importance for the convenience facilities including the a pedestrian facilities in urban rail stations and makes clear the difference between both groups.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.2005-2013
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• 2008

Urban transit is a large scaled complex system which combines rolling stocks, power supply, signal communications, tracks & stations etc. KRRI develops nine key devices since July, 2007 as a part of the second phase of project on the standardization of urban rail transit system, which include information-communication system, station facilities, AC-DC current electric power system in urban transit. We promote the project under two directions, i.e. user-customer oriented standardization and strategic standardization for leading technologies in urban transit. In this paper, we present development plan of these key systems in view of system life cycle based on system engineering standards KSX ISO/IEC 15288 which supplies the common fundamental frame to describe the life cycle of artificial systems. System engineering process of KSX ISO/IEC 15288 are helpful to efficiently develop those key devices, although it is difficult to apply the standard identically to the key devices with the varieties and characteristics.

• 한국철도학회논문집
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• 제13권4호
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• pp.357-362
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• 2010

1899년에 철도가 부설된 이후 철도관련시설은 근대화의 상징이다. 그러나 증기기관차의 운행이 중단된 후 급수탑은 방치된 시설이었다. 근대문화유산의 가치를 살린 급수탑 주변 요소에 따른 활성화 방안은 다음과 같다. 1)근대사의 현장성과 예술 작품의 배경 지역을 이용 2)주변 장소와 연계한 공원화 3)산업유산의 전시시설 4)지역의 역사유적 5)급수설비의 재생이 필요하다. 지방 자치단체의 기획 단계부터 전문가 집단의 조언과 지역주민의 활발한 참여가 필요하며, 급수탑 활성화가 도시정비차원에서 이루어져야 한다.

• 전기학회논문지
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• 제62권9호
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• pp.1324-1328
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• 2013

The reason of train location detection is generally the train interval control between the railway stations and the train path control in the railway station yard in order to avoid train collision. It is very important to know the train location for shortening the train headway, and improving the efficiency of railway maintenance as well as the safe operation of trains. Therefore, the accurate detection of train location is the prerequisite technology in railway signalling system. The track circuit and the wheel sensor of rolling stock have been used to detect the train location widely in urban railway as well as high speed train. The track circuit is continuously monitored by electrical equipment to detect the absence of the train and the tachometer and encoder is used for the wheel sensor to measure the train speed. But speed sensor failures are frequent due to the extremely harsh operating conditions encountered in rail vehicle. The CBTC(Communication based Train Control) system has been used in urban railway system recently. But the installation of CBTC system is very high and the modification of design is difficult. This paper deals with the feasibility of new train location detection method using magnetic sensors.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.324-329
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• 2010

The surroundings around subway are becoming more lively for project of CBD (an redevelopment project), however vibrations which are made through passing train cold spread buildings around. The structure-borne noise could be generated at the same time that makes people including developers and th citizens have negative viewpoint on railway. Especially, Seoul Metro 1-4 lines ar built alongside the road nearby houses and business district. That could make plenty of public resentments because of the structure-borne noise. Seoul Metro should make active alternative plans for their future urban environment projects which will be conducted. The case was Railway Facility which were conducted to minimize structure-borne noise from sharp curved track section (4 line, Sinyongsan~Ichon, R 250m). The section is adjacent to house district as near as 6.6m related with pusing international city project, the 4th urban environment project around international building, near Yongsan station. The interval of sleepers would be downsized in half with breaking existing case, and pad stiffness is reduced 4 ton from 10 ton. That makes structure-borne noise minimized because of vibrations are lowered about 19.1-23.0db. The structure above has remained for a year and a half from October, 2008, and had not any trouble to perform excellence with 80million ton rail accumulated tonnage.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.119-124
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• 2005

Decision of operation performance mode to minimize the energy consumption of urban rail vehicle. This paper analyses how much acceleration and deceleration of urban rail vehicle should be applied andhow to choose an operation mode to minimize energy consumption when train runs between station within the fixed operation time. The decided operation pattern satisfying the minimum energy consumption becomes a target trajectory and a basis for the controller design criteria. To make this goal it grasps the characteristics of urban rail vehicle, realize operation energy model of urban rail vehicle and verify the accuracy of embodied model the Matlab simulation with the same operation result of real route. It searches for operation pattern to minimize operation energy by changing the acceleration and deceleration on the imaginative route and proposes operation pattern minimizing energy consumption by applying real operation data between Dolgogee-Sukgye section of Seoul Metropolitan Subway Line 6.

• 한국철도학회논문집
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• 제14권6호
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• pp.501-506
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• 2011

SE(System Engineering)은 이미 선진국에서 우주항공, 국방 등 다양한 분야에 걸쳐 적용되고 있으나 국내에서는 초기단계로서 철도 및 국방분야에서 제한적으로 적용하고 있는 것이 현실이다. SE기술은 적용범위가 매우 광범위하기 때문에 본 연구에서는 SE기술에서 문서관리 및 요구사항 분석기술을 적용하여 본 연구의 목표인 표준화 기준 작성 및 핵심장치 개발을 효율적으로 수행하는 방법을 연구하였다. 표준화기준에 대하여는 SE 도구를 사용하여 표준화기준간의 추적성 및 이력관리를 수행하였고 사업에서 생성된 모든 문서들을 DB로 구축하여 참여기관들이 사업에 필요한 정보를 공유하도록 하였다. 기본설계단계에서 기능분석을 통하여 핵심장치인 지능형 역사감시시스템의 요구사항이 적절한 지를 검토하였고 요구사항에 따라 지능형 역사감시시스템이 개발되는 지를 관리하였으며 최종적으로 검증된 요구사항을 지능형 역사감시시스템의 표준화기준으로 고시할 계획이다.

• International Journal of Railway
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• 제7권4호
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• pp.94-99
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• 2014

Urban railway systems are located under populated areas and are mostly constructed for underground structures which demand high standards of structural safety. However, the damage progression of underground structures is hard to evaluate and damaged underground structures may not effectively stand against successive earthquakes. This study attempts to examine initial damage-stage and to access structural damage condition of the ground structures using Earthquake Damage Monitoring (EDM) system. For actual underground structure, vulnerable damaged member of Ulchiro-3ga station is chosen by finite element analysis using applied artificial earthquake load, and then damage pattern and history of damaged members is obtained from measured acceleration data introduced unsupervised learning recognition. The result showed damage index obtained by damage scenario establishment using acceleration response of selected vulnerable members is useful. Initial damage state is detected for selected vulnerable member according to established damage scenario. Stiffness degrading ratio is increasing whereas the value of reliability interval is decreasing.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.1062-1068
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• 2009

Urban construction has numerous difficulties due to ground weakness and various complaints from third party, so it is not economically efficient and constructability is not favorable. Therefore, underground, which has good ground conditions, was used for construction field and facilities such as stations, and they are scaled up to enhance accommodation of facility limitation and function of stations. Large section tunnel station construction has numerous risk factors such as work boundary of excavation equipment, a relaxation of stress concentration, a safety plan of tunnel stability, and so on. Therefore, by using large section tunnel station stability analysis considering construction step, we expect to analyze the latent problem during construction, and to stabilize a future project plan of a large section structure design by using an auxiliary method and a support design.

• 대한토목학회논문집
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• 제33권4호
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• pp.1581-1589
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• 2013

본 연구는 역사의 승객수요 패턴과 토지이용 특성을 반영하여 도시철도역 승객의 첨두시간 집중률을 산정하는 방법론을 제시하는 것을 목적으로 한다. 이를 위하여 요인분석과 군집분석을 기반으로 서울시 도시철도 역사를 3개의 그룹으로 분류한다. 각 그룹별로 이용수요의 첨두시간 집중률과 함께 도시철도 승객수요 패턴과 역사의 토지이용과 관련한 5가지 변수와 4가지 변수를 각각 산출한다. 통계 검정을 기반으로, 이 변수들 중 일평균 승객수와 업무 LQ지수가 역사의 그룹을 구분하는 기준으로 선정된다. 두 변수들을 활용하여 새로 건설되는 도시철도역의 첨두시간 집중률을 추정하기 위한 그룹할당과정을 제시한다. 13개의 도시철도역 자료를 이용한 검증을 통해 본 연구의 방법론은 현재 이용되는 지침에 비하여 더 적은 오차를 산출할 수 있다는 것을 확인하였다. 본 연구의 방법론은 신규 철도역사의 효율적인 건설 및 운영계획 수립에 기여할 수 있을 것으로 사료된다.