• Proceedings of the KIEE Conference
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• summer
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• pp.1429-1431
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• 2004

경량전철의 무인운전을 위한 무선제어 신호 시스템 중에서 열차 제어정보 처리를 위한 무선데이터 전송시스템을 개발하였다. 개발된 시스템은 각각 중앙운용시스템, 지상무선중계시스템 및 개별차량운용시스템으로 구성된다. 무선데이터 네트웍은 2.4GHz 대역의 확산스펙트럼 방식의 주파수 호핑 라디오 모뎀을 사용하여 전용망을 구성하였으며 1초 이내에 무선망 내에 위치하는 모든 무선데이터 전송시스템과 정보를 교환하도록 설계되었다. 현재 실험실 테스트를 완료하고 새로이 건설된 전용 시험선에서 그 유효성을 테스트 중에 있다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2005.10a
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• pp.39-42
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• 2005

Dynamic model of the Korea standardized rubber-tired AGT light rail vehicle, and boundary conditions between vehicle and infrastructures (running track, guidance rail) were defined to analyze vehicular vibration behaviors occurred at the worst condition. Using the commercialized software RecurDyn, vibration accelerations of car body and bogies were analyzed. and, based on the ISO standard 2631-1, the vibration characteristic test is performed in the test track. As the results, the Korea standardized rubber-tired AGT light rail vehicle satisfied the ISO standard criteria and design requirement.

• Proceedings of the KSR Conference
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• 1998.11a
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• pp.530-536
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• 1998

In the design of the light rail transit which is more reliable and economical, it is essential to develope a efficient third rail system. Especially, the analysis for the conductivity of conduct rail and the wear of collecting shoe is the first step of its development. In this paper, experiments for conductivity in conductor rail, wear in collecting shoe were performed respectively as different materials of conductor rail and current collector. Noise level and interruption, wear and contact resistance of collecting shoe were proposed as design parameters for the development of this system. Experimental equipment and methods of design parameter stated above were proposed, which is expected that analyzed results will be used as a basic data for the development of the system.

• Proceedings of the KOR-KST Conference
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• 2007.11a
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• pp.878-887
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• 2007

• Proceedings of the KSR Conference
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• 2006.05b
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• pp.156-161
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• 2006

• Proceedings of the KSR Conference
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• 2006.05b
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• pp.667-672
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• 2006

• Railway Journal
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• v.16 no.1
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• pp.21-26
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• 2013

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.1A
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• pp.45-52
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• 2010

This study pointed on the dynamic impact of AGT (Automated Guide-way Transit) bridge, due to concrete rail prominence. An experiment was done with 30 m P.S.C. bridge in AGT test line in Kyungsan. An artificial prominence with 10 mm hight, was installed at the mid span of concrete rail. And computer simulation was executed for the artificial prominence. As an experiment result, in the case of with prominence, bridge acceleration responses are increased 50% at the speed range of 20 km/h-60 km/h, and bridge displacement responses increased slightly. With these results, the prominence of concrete rail can be induce excess impact and vibration. And the computer program simulated much the same as experiments. So this program can be used for AGT bridge design and formulate the standard of concrete rail management.

• Journal of the KSME
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• v.45 no.12 s.301
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• pp.42-45
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• 2005

• Railway Journal
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• v.12 no.1
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• pp.20-25
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• 2009