• 전기의세계
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• v.37 no.4
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• pp.58-70
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• 1988

이하에서는 자기부상철도의 기본적인 동작원리와 특징, 개발 및 실용의 현상, 고속 시스템의 실용화의 전망, 종래의 철차륜, 철레일 방식의 철도와 비교했을 경우의 특징등에 대해서 설명한다.

• 전기의세계
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• v.41 no.3
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• pp.45-50
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• 1992

완전비접촉부상, 비접촉구동을 실현하는 크린룸용 자기부상반송시스템을 소개하였다. 이 시스템은 스테이션과 각 프로세스장치 사이의 loading/unloading에는 인간이 개입하지만, 스테이션과 각 프로세스장치를 직접 접속하고 loading/unloading도 자도화하면 무인의 완전 무진자동반송시스템을 실현할 수 있을 것이다. (이와같은 문제점을 개선시킨 시스템을 Sumitomo가 개발하여 발효하였고 이에 대해서는 참고문헌를 참고하기를 바란다).

• Journal of the Korean Institute of Intelligent Systems
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• v.27 no.2
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• pp.106-112
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• 2017

In the paper, we propose a levitation and a propulsion controller for the magnetic levitation logistic transportation system. The levitation controller is designed considering the mutual influence of the electromagnets to minimize roll and pitch movements. In order to solve the structural disadvantages of the magnetic levitation transportation system, we improve the problem of the existing controller by applying the exponential filter to the reference input. DSP-based control hardware is developed and the levitation control method is verified by levitation experiments to the air gap goal. The propulsion controller uses the space vector voltage modulation method. The propulsion controller is designed to follow the position and velocity profile by detecting the absolute position from the bar code information attached to the rail. The position control result shows satisfactory performance through the propulsion control reciprocating motion experiment.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.36 no.11
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• pp.1447-1453
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• 2012

For an electromagnetic suspension (EMS)-type urban Maglev train using U-shaped electromagnets, both the vertical and the lateral air gaps for levitation are maintained only by the electromagnet. The train can run over curved rails without active lateral air gap control because the U-shaped electromagnet simultaneously produces both a levitation force and a guidance force, which is dependent on the levitation force. Owing to the passive control of the lateral air gap, the lateral vibration could exceed the limits of the lateral air gap and acceleration. In this study, dynamic analysis of a Maglev train is carried out, and the effectiveness of a lateral damper for vibration reduction is investigated. To more accurately predict the lateral vibration, a Maglev vehicle multibody model including air-sparing, guideway irregularities, electromagnets, and their controls is developed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.4D
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• pp.523-533
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• 2009

The purpose of the present study is to examine the dynamic interaction characteristics between moving maglev vehicle and guideway bridge system. For this purpose, the dynamic governing equation of 2-dof maglev vehicle using optimal feedback control scheme of LQG was derived with or without consideration of the dynamic interaction between vehicle and guideway bridge system. From the parametric study, it was found that the dynamic interaction effect between bridge and vehicle was large in case of neglecting the railway roughness effect. But if the railway roughness effect was considered, it was observed two analysis results with or without consideration of the dynamic interaction did not show big difference. As a conclusion, it is required to take into account the dynamic interaction effect of bridge and maglev vehicle and the railway roughness for precise evaluation of runnability of maglev vehicle and impact factor of guideway.

• Journal of the Korean Society for Railway
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• v.12 no.6
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• pp.1076-1080
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• 2009

An analysis of Life Cycle Cost (LCC) is to evaluate the system through the total cost accounting during the total life cycle. Railway system has problem that abundant capital has to be utilized efficiently because railway system is a combined system such as power supply, machines, electric signals. Especially, Magnetic Levitation Train needs high technique and more study about the Life Cycle cost by using the system being developed currently in Korea. Therefore, the Modeling of Life Cycle Cost for Magnetic Levitation Train is proposed considering the tendency of the studies in other countries.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.2
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• pp.167-175
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• 2011

The purpose of this study is to examine the impact that change in speed and modeling methods has on maglevs' runnability. The study constructed equations of motion on 4-DOF, 6DOF, and 10-DOF vehicles respectively and carried out numerical analysis, applying 4th Runge Kutta method, in order to run six different model maglev as changing the vehicles speed on the same bridge that had 2000 to 1 deflection. The analysis revealed that maglev's runnability improved as speed was lower and the specific model had higher number of bogey and EMS.

• 전기의세계
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• v.42 no.9
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• pp.12-19
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• 1993

재래식 철바퀴 철도에서는 바퀴가 레일을 단락시킴으로써 열차의 위치를 알아낼 수 있으나 자기부상식 철도나 고무타이어식 철도에서는 이런 단락회로를 얻을 수 없기 때문에 공간적으로 분리된 유도무선식에 의한 위치검지가 채택되고 있다. 유도무선방식에 의한 열차위치검지는 자기부상식이나 고무타이어식 철토에서만이 이용되는 것이 아니라 열차의 보다 정밀한 위치정보를 얻기 위하여 철바퀴식 철도에서도 사용될 수 있는 범용적인 위치검지방식이다. 따라서 이 방식에 대한 연구가 지속되어 재래식 철도와 자기부상식 철도에서 공통으로 사용될 수 있는 신호시스템으로 개발되기를 바란다.

• Proceedings of the KIEE Conference
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• 2006.07d
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• pp.1895-1896
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• 2006

본 논문은 자기부상 제어기를 위한 모니터링 시스템 개발을 다루고 있다. 본 모니터링 시스템으로 자기부상 제어용 Man-Machine Interface를 구축하여 부상 안정성을 평가할 수 있다. 이는 각종 센서들로부터 감지되어 온 부상 갭과 가속도 그리고 제어 전류 등의 상태를 확인할 수 있으며 제어 게인들을 업로드하고 제어 게인들을 재설정하여 제어기로 다운로드할 수 있는 통합 모니터링 시스템이다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.4
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• pp.532-542
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• 2018

Because maglev trains have a propulsion and absorption force without contact with the rails, they can drive safely at high-speed with little oscillation. Recently, test model of a maglev propulsion train was produced and operated, and has since been chosen as a national growth industry in South Korea; there have been many studies and considerable investment in these fields. This study examined the dynamic responses due to bridge-maglev train interaction and basic material to design bridges for maglev trains travelling at high-speed. Depending on the major factors affecting the dynamic effects, the scope of this study was restricted to the relationship between dynamic responses. A concrete box girder was chosen as a bridge model and injured train and rail types in domestic production were selected as the moving train load and guideway analysis model, respectively. From the analysis results, the natural frequency of a bridge for a maglev train, which has a deflection limit L/2000, was higher than those of bridges for general trains. The dynamic responses of the girder of the bridge for a maglev train showed a substantial increase in proportion to the velocities of the moving train like other general bridge cases. Maximum dynamic response of the girder is shown at a moving velocity of 240km/h and increased with increasing moving velocity of train. These results can be used to design a bridge for maglev propulsion trains and provide the basic data to confirm the validity and verification of the design code.