• 시스템엔지니어링학술지
• /
• 제8권2호
• /
• pp.1-10
• /
• 2012

This paper aims to analyze the result of SE Process Implementation on Light Rail Transit(LRT) Project. Currently the Light Rail Transit Project of Korea applies SE to the intermediate phase, that is, E&M phase which is a manufacturing and designing procedure. More seriously, the application effect of SE is not remarkable because it applies to some specific engineering fields like RAMS and it depends on superficial consulting of foreign companies with low SE support capability and investment capital. This study points out that the "Requirement Analysis" and "System Alternative Review" has not been conducted from the initial phase (basic plan and basic design) of the LRT projects. Several projects indicate that the amount of investments for SE activities through the Korea LRT project is relatively very small in comparison with the global capital which is about 10% of total project budget. Furthermore, Korea LRT projects have very few SE professionals and weak SE organization with no government directions and guide book for the efficient implementation of SE for the LRT projects.

• 시스템엔지니어링학술지
• /
• 제10권2호
• /
• pp.33-42
• /
• 2014

There have been growing demand of Light Rail Transit(LRT) which have a lot of advantages such as construction costs lower than the recent subway, reduction of operational costs, availability of line planning, operation of railway non-beneficiary region, flexible operations of trains, unmanned operation and also have eco-friendly advantages, it is now becoming urban railway systems when environmental issues have been highlighted all over the world. Therefore, RAMS(Reliability, Availability, Maintainability, Safety) Process and activities for effective implementation of light rail transit projects have become a very important element, and also the utilization of computerized tools to perform these more systematically and productively is sought after these days. In this paper, we have presented a plan that can support the RAMS activities by utilizing the function of the computerized SE(Systems Engineering) tool(CORE$^{(R)}$). Through support of the computerized SE tool, it would be possible more clear and efficient railway project execution.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
• /
• 제53권2호
• /
• pp.99-106
• /
• 2004

Train control system in LRT (Light Rail Transit) is developed as a part of "Light Rail Transit System Development Project". But there was no specific requirement representing the system safety. Because system safety must be ensured before the customization, we applied the system to a officially recognized specific procedure, such as "A Guideline to Ensure the Safety of Train Control System in Korea" that was officially announced by KNR (Korea National Railroad) in 2001. We should draw system safely requirement to guarantee system safety for the first time. In this paper, the hazard identification and analysis to derive the safety requirement on LRT train control system are carried out following the KNR guideline. To analyze hazard, we have to deduce system functions, identify related hazards, derive the effects of the hazards, analyze current risk, define the target risk of the system, and deduce the alternative plans to reduce the effects of the hazards. After the hazard analysis following the upper procedure, 30 hazards are identified and analysed. Especially detailed analysis on train collision that is a main hazard of the train control of system is specially carried out.

• 한국컴퓨터정보학회논문지
• /
• 제23권11호
• /
• pp.193-201
• /
• 2018

In this paper, we extracted relevant patent data and conducted statistical analysis to understand the technical development trend related to Wireless Power Transfer (WPT) for Light Rail Transit (LRT). Recently, with the development of WPT technologies, the Light Rail Transit (LRT) industry is concentrating on applying WPT to the power supply system of trains because of their advantages compared wired counterpart, such as low maintenance cost and high stability. This technology is divided into three areas: wireless feeding and collecting technology, high-frequency power converter technology and orbital and infrastructure technology. From each specific area, key words in patent document were extracted by TF-IDF method and analyzed by social network. In the keyword network, core word of each specific technology were extracted according to their degree centrality. Then, the multi-word phrases were also built to represent the concept of core technologies. Finally, based on the analysis results, the development strategies for each specifics technical area of WPT in LRT filed will be provided.

• 대한교통학회지
• /
• 제26권4호
• /
• pp.135-147
• /
• 2008

도시의 무분별한 확대를 방지하고 대중교통 이용을 활성화 하기 위한 다양한 노력이 지속되고 있으며, 그 중 하나가 대중교통지향형 도시개발(TOD)이다. 이는 대중교통결절점을 중심으로 여러 구성요소가 조화롭게 개발되는 계획기법이다. 본 연구의 목적은 밀도(Density) 및 다양성(Diversity) 등의 토지이용특성과 가로망 및 건물형성 등의 도시설계특성이 대중교통이용증대에 미치는 영향을 서울시를 대상으로 실증적으로 파악하는 것이다. 먼저 토지이용특성과 도시설계특성을 대변하는 다양한 계획요소를 고찰하고 서울시를 대상으로 총 32개의 계획요소를 도출하였다. 다음으로 요인분석을 수행하여 7개의 요인을 도출한 후, 다중회귀분석을 수행하였다. 그 결과 전반적으로 업무 및 상업중심의 고밀도 특성과 토지이용의 복합화, 그리고 협소한 가로망이 밀집되어 있는 특성은 대중교통이용증대에 매우 큰 긍정적인 영향이 있었다. 그러므로 신도시개발시 또는 기존 역세권을 정비할 때 이와 같은 요소의 반영은 대중교통의 이용을 증대시켜 대중교통중심도시가 형성될 수 있음을 본 연구결과는 보여주고 있다.

• Geomechanics and Engineering
• /
• 제34권2호
• /
• pp.115-124
• /
• 2023

By conducting three-dimensional simulation with consideration of small-strain characteristics of soil stiffness, the effects of excavation geometry and tunnel cover to diameter ratio on deformation mechanisms of an existing tunnel located either at a side of basement or directly underneath the basement were systematically studied. Field measurements were used to verify the numerical model and model parameters. For basement excavated at a side of an existing tunnel, the maximum settlement and horizontal displacement of the tunnel are always observed at the tunnel springline closer to basement and tunnel crown, respectively, regardless of basement geometry. By increasing basement length and width by five times, the maximum movements of tunnel located at the side of basement and directly underneath the basement increase by 450% and 186%, respectively. Obviously, tunnel movements are more sensitive to basement length rather than basement width. For basement excavated at a side of an existing tunnel, tunnel movements at basement centerline become stable when basement length reaches 10 H_e (i.e., final excavation depth). Moreover, tunnel heaves due to overlying basement excavation become stable when the normalized basement length (L/H_e) is larger than 8.0. As tunnel cover to diameter ratio varies from 2.5 to 3.0, the maximum heave and tensile strain of tunnel due to overlying basement excavation decrease by up to 41.0% and 44.5%, respectively. If basement length is less than 8 H_e, the assumption of plane strain condition of basement-tunnel interaction grossly overestimates tunnel movements, and ignores tensile strain of tunnel along its longitudinal direction. Thus, three-dimensional numerical analyses are required to obtain a reasonable estimation of tunnel responses due to adjacent and overlying basement excavations in clay.

• 문화기술의 융합
• /
• 제4권4호
• /
• pp.413-418
• /
• 2018

본 연구에서는 도시철도 콘크리트 궤도(STEDEF)구조에 발생된 레일파상마모의 발생원인과 이에 따른 궤도부 담력의 수준을 분석하고자 실 운행열차를 대상으로 현장측정을 수행하여 동적 윤중, 레일저부휨응력 및 침목변위를 측정하였다. 동적 윤중 측정데이터를 이용한 주파수 분석을 통해 측정구간에 발생된 파상마모의 발생원인을 실험적으로 입증하였으며, 파상마모가 동적 윤중, 레일휨응력 및 침목변위 증가에 미치는 영향을 분석하였다. 연구결과, 레일 표면에 발생된 주기적인 요철형상의 파상마모는 동적 윤중을 증폭시키고 이에 따라 레일 휨응력 및 침목변위를 최대 1.7배 이사 크게 증가시킬 수 있는 것으로 분석되었다.

• 대한교통학회지
• /
• 제30권1호
• /
• pp.7-18
• /
• 2012

본 연구는 기존 도시철도 운영 하에서 관측된 교통수단 분담률을 반영하면서 추가적인 도시철도 신설노선 완공 후 수단분담률을 추정하는 방법론을 제안하였다. 통행자의 도시철도 이용 패턴을 현실적으로 반영하기 위해 관측된 표본자료를 기반으로 전수화된 수단별 O/D 자료를 통행거리, 접근시간, 접근유형(환승 횟수)에 따라 카테고리화 하여 수단분담률을 분류하였다. 수단선택 분석 기법으로는 관측된 수단분담률에 기초하는 점진적 로짓모형을 이용하였다. 도시철도 이용 패턴을 카테고리화 하여 분석한 결과, 장거리 통행이거나 환승이 적을수록 도시철도 수단분담률이 높았으며, 또한 도시 철도 역에 접근시간이 작을수록 역시 도시철도 수단분담률이 높은 결과를 관측 자료인 기준연도 O/D 자료에서 분석되었다. 기존 도시철도 서비스 수준 하에서의 교통수단 분담률을 기본 자료로 하고, 신설 노선으로 제공되는 도시철도 서비스 수준과 카테고리화 된 도시철도 서비스 수준의 차이를 점진적 로짓모형에 적용함으로써 신설 도시철도가 제공하는 서비스 수준 하에서의 교통수단 분담률을 추정하였다. 이와 같이 추정된 잠정적 교통수단 분담률을 기초로 기준연도와 예측연도의 교통환경 변화를 반영하여 점진적 로짓모형을 분석함으로써 모든 교통수단의 장래 수단분담률을 예측 분석하는 방법론을 제시하였다. 본 연구에서 제안한 방법론은 기존 SP 자료의 적용이 어려운 경우 활용 가능하며, 기존 도시철도의 분담률 자료가 확보된 상황에서 가법적 로짓모형의 적용보다 이론적, 논리적 측면에서 더욱 우수하다고 고려된다.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
• /
• pp.517-544
• /
• 2011

Promote competition in local government and the construction of a subway construction in the vicious cycle of debt due to the operating deficit as a greater burden on local finances was leave. This government policy of public transport in the center of the metro construction costs affordable and to respond appropriately to public transport demand new transit LRT(Light rail Transit) by introducing the current Busan was the opening of Line 4, yongin line, Busan - Gimhae line, parliamentary and barge construction or ready for the opening. What is light rail, compared to the existing subway and cheaper construction cost, the existing road or bridge that runs along the track is installed, etc. Manless system construction cost and operating expenses as a possible new railway transportation has been a leading state-of-the-art mad. However, the domestic business system engineering of light rail-related companies in the developed countries are doing to advance to the national to the local engineering skills of the self-free, hurry will have to be secured. Therefore, this paper applies local light rail project on the status of the systems engineering analysis and based on this source of the latest engineering technology-intensive systems engineering to provide direction to the development of technology.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2009년도 제40회 하계학술대회
• /
• pp.1195_1196
• /
• 2009

Light rail transit is classified to rubber-tired LRT, lear induction motor LRT, steel wheel LRT, monorail and tramway. LRT except for tramway are usually operated without driver and tramway are driven depending on driver's sight like usual car. LRT, which is one type of urban guided transit, shall be operated according to domestic "Operational Regulation for Urban Guided Transit" but existing regulation does not contain the safety related codes for driverless operation. In this paper, we investigate "IEC 62267 : Railway Application-Safety Requirements for Automated Urban Guided Transit" and compensate for existing operational regulation by referring to international standard and operational rule of commercial line.