• 전기의세계
• /
• v.62 no.6
• /
• pp.24-29
• /
• 2013

• 전기의세계
• /
• v.62 no.6
• /
• pp.30-33
• /
• 2013

• Journal of the Korean Society for Railway
• /
• v.12 no.5
• /
• pp.670-677
• /
• 2009

This paper is a study of testing on-board signalling equipment in advanced high speed rail at the maximum speed of 400km/h. The on-board signalling equipment in advanced high speed rail provides operating information to the driver when operating at ATC, ATS, and ATP sections, and maintains safety from driver oversight, signalling equipment malfunction, natural disasters and so on. Since the testing train performance of advanced high speed rail at 400km/h must include the function test of on-board signalling equipment, this thesis focuses on the function test of on-board signalling equipment and analyze the necessity of the test at the maximum speed. Finally, it is suggested to change some infrastructure and to use specific test methods to test the train performance at the maximum speed in high speed line ATC section.

• Electronics and Telecommunications Trends
• /
• v.21 no.3 s.99
• /
• pp.11-22
• /
• 2006

이동통신 시스템은 현재의 3세대 IMT-2000 시스템에 이르기까지 지속적인 진화를 거듭하였고 이제 사용자의 다양한 이동통신 서비스 요구 및 기대치를 충족시키기 위한 4세대 이동통신 시스템 및 서비스에 대한 관심이 지속적으로 증가하고 있다. ITU-RWP8F에서는 "보다 빠른 데이터 전송속도의 지원"과 "서로 다른 유무선 접속 시스템과 융합(convergence)"을 목표로 시간과 장소 및 대상의 구속이 없이 언제 어디서나 누구와도 고속 멀티미디어 통신 서비스를 지원하는 것을 차세대 이동통신 시스템의 비전으로 설정하고 있다. 이러한 차세대 서비스 비전을 실현하기 위하여 현재 WWRF, WWI, FMS, mITF, FuTURE Forum 및 NGMC Forum과 같은 주요 연구 단체는 개인의 관심사, 환경, 일상 생활이 고려된 각 개인의 통신 공간에서 상황에 따라 변화하는 개인의 요구사항이 반영된 차세대 서비스에 대한 연구를 수행하고 있다. 본 논문에서는 앞서 언급한 각 연구 단체가 수행중인 주요 연구 내용을 살펴보고자 한다.`

• Proceedings of the KSR Conference
• /
• 2003.10a
• /
• pp.73-122
• /
• 2003

수송능력: 공로에 비해 단위폭(1m)당 여객 3.6배, 화물 4.1배 수송가능. 수송효율성 측면: 4,000명 이상, 철도＞버스(중략)

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.20 no.2
• /
• pp.34-39
• /
• 2016

Structural behaviour of PSC box bridge, on which KTX train runs, is analysed up to 500 km/h speed considering 12 stages track irregularity and interaction between bridge and vehicle. To evaluate wheel forces and rotations of vehicle, lateral wheel forces, derail factor and offload factor calculated on the track combining the bridge and 170 m normal track are compared with existing allowed limits. Maximum longitudinal displacement and accumulated sliding distance of the brige bearings for simply supported and 2 span continuous PSC bridges are presented by each running speeds. Long-term friction tests based on EN-1337-2 are conducted between PTFE and DP-mate plates. Finally, the long-term friction tests are proposed to consider the increasing speed of next generation high-speed train.

• Journal of the Korean Society for Railway
• /
• v.15 no.5
• /
• pp.429-435
• /
• 2012

The HEMU-430X is a world-class railway vehicle which aimed the maximum speed of 430km/h and the operation speed of 370km/h. To maintain high-speed operation condition over 300km/h, various requirements for satisfy exist. However, one of the most important things is a reliable supply of electricity. Especially, the dynamic interaction between the pantograph and overhead contact line at high-speed is a significant matter to pre-evaluate. In this paper, using the dynamic interaction analysis program, current collection performance of the HEMU-430X was investigated. Firstly, based on the international standard, performance of the original specifications was evaluated. In addition, through study on changes in tension and span length, improvement of the performance was considered.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.27 no.6
• /
• pp.39-46
• /
• 2023

In this study, the dynamic behavior of friction bearings of PSC (Pre-Stressed Concrete) box train continuous bridge was numerically analyzed at 10 km/h intervals up to 600 km/h according to the increasing speed of the next-generation high-speed train. A frame model was generated targeting the 40-meter single-span and two-span continuous PSC box bridges in the Gyeongbu High-Speed Railway section. The interaction forces including the inertial mass vehicle model with 38 degrees of freedom and the irregularities of the bridge and track were considered. It was calculated the longitudinal displacement, cumulative sliding distance and displacement speed of the bridge bearings at each running speed so that compared with the dynamic behavior trend analysis of the bridge. In addition, long-term friction test standards were applied to evaluate the durability of friction plates.

• Journal of the Korean Society for Railway
• /
• v.12 no.5
• /
• pp.649-655
• /
• 2009

To join the leading four countries in high speed railway technology, the next generation high speed railway technology development project is undergoing. And, applying the IT for the safety and convenience of a passenger and an attendant is one of the research topics of the project. From the 24 derived candidate IT applications, the seven applications, such as information on an individual LCD monitor, an emergency or reminder notification, an Internet connection, remote communication with an attendant, air quality monitoring, extraordinary noise detection, and detection of an emergency in the lavatory, were selected to be implemented on the next generation train. In this paper, we presented the survey that was performed to make the selection process to be objective. Additional findings, such as what other services a passenger wishes to be provided, what activities passengers prefer to do based on duration of the trip, and things that make a passenger discomfort, were summarized.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.26 no.2
• /
• pp.9-17
• /
• 2022

To take into account of the increasing speed of next generation high-speed trains, a new design code for the traffic safety of railway bridges is required. To solve dynamic responses of the bridge, this research offers a numerical analyses of PSC (Pre-stressed Concrete) box girder bridge, which is most representative of all the bridges on Gyungbu high-speed train line. This model takes into account of the inertial mass forces by the 38-degree-of-freedom and interaction forces as well as track irregularities. Our numerical analyses analyze the maximum vertical deflection and DAF (Dynamic Amplification Factor) between simple span and two-span continuous bridges to show the dynamic stability of the bridge. The third-order polynomial regression equations we use predict the maximum vertical deflections depending on varying running speeds of the train. We also compare the vertical deflections at several cross-sectional positions to check the influence of running speeds and the maximum irregularity at a longitudinal level. Moreover, our model analyzes the influence lines of vertical deflection accelerations of the bridge to evaluate traffic safety.