• Proceedings of the KSR Conference
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• 2005.05a
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• pp.1101-1104
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• 2005

The overall objectives for Korean railway system of the future are speedup, capacity management, increase safety, environmental protection. and enhancement efficiency. To achieve these, interconnection within the railway system must be optimised and designed on a customer-friendly basis. This principles applies to both passenger and freight traffic. for which cost-effective and time-efficient facilities must be provided. As the result. Korean railway network modernization is based on seeking out optimum conditions for improving railway business.

• Proceedings of the KSR Conference
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• 2006.11b
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• pp.1556-1561
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• 2006

The railway station is an important intermodal network point of the railway passengers who use the other transportation means and go to the destination. So at the railway station, the device of various intermodal transfer information is needed to transfer the other transportation means. In this paper, we study the passing characteristics of transfer traffic line of the passengers of railway station and the status of information provision for use of transfer facility and we describe the strategies of information provision according to the necessary intermodal transfer to use the other transportation means.

• Journal of the Korea Society for Simulation
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• v.27 no.1
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• pp.119-126
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• 2018

This study intended to exploratively testify human error causing factors for railway traffic controller, using AMOS structural equation model. Through literature survey, fatigue and stress as exogenous variable, errors in information process such as cognitive, memory, storage, and execution error as endogenous variable, and accident and incident(near-miss) as dependent variable were set up. Results based on AMOS using 201 railway traffic controllers' questionnaire showed that a clear causality loop like as 'stress ${\rightarrow}$ memory error ${\rightarrow}$ storage error ${\rightarrow}$ incident(near-miss) ${\rightarrow}$ accident' is formed. This result suggests that for the purpose of mitigation of traffic controller's accident, it is so necessary to reduce memory and execution error in the information processing process based on the effective management of stress, as the precedent of them.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2007.05a
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• pp.882-886
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• 2007

People living in the large cities are exposed to high level noise due to road-traffic, railway-traffic and aircraft. Nowadays, some researches are ongoing to reduce the noise by using noise map. However it has to be decided which prediction model is the most suitable in Korea. In this study, it has been focused on railway noise prediction models which are employed in a commercial software(Sound Plan) and developed by Korea Railroad Research Institute, and comparative study of the prediction models has been made.

• Proceedings of the KIEE Conference
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• 2006.07b
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• pp.1121-1123
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• 2006

Tilting trains are now an established feature of railway operations throughout the world. For intercity traffic, tilt provides operators with increasing speeds, and therefore enhanced competitiveness, on existing routes where insufficient traffic or a lack of funds precludes the construction of a dedicated new high-speed railway. This paper explains the reduction effects of journey time with the Korean tilting train. The Korean Tilting Train express (TTX) project has been carried out to develop alt the core technologies related to tilting train and infra-technology to provide high speed inter-city service with the speed of 180 km/h as well as maintenance-free technology for conventional railway system. In order to simulate we considered 5 conventional railway. As a results of simulation, we found out the tilting train has very high efficiency(reduction rate 20-30%).

• Proceedings of the KOR-KST Conference
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• 1998.09a
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• pp.45-51
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• 1998

This paper is based on the science and technology development plan of Chinese railways, it has briefly described the big breakthrough achieved during the 'Ninth Five Year Plan' and has presented the outstanding symbol of science and technology level of Chinese railways by the year of 2000.

• Proceedings of the KSR Conference
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• 2003.10b
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• pp.20-26
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• 2003

• Proceedings of the KSR Conference
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• 2011.10a
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• pp.1816-1824
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• 2011

Recently, with traffic SOC investment policy changing from road-centered to railway-centered according to environment-friendly and sustainable development, issues regarding overlapping and overinvestment of traffic facility have been raised. Regarding investment of various traffic facilities of which departure and destination are similar to each other, academia, civic organizations, government, etc. are recognizing problems including overlapping investment of budget, environmental destruction, etc., but not suggesting definite solutions. Objective transportation network analysis is required because various positive effects including solutions of delay/congestion may occur due to provision of alternative way and distribution of the amount of traffic when accidents occur, as well as negative effects suggested by some of civic organizations in various transportation facility investment of similar departure and destination. Hereupon, this study tries to suggest a tool that can objectively evaluate interrelations of transportation network by applying multi-criteria analysis including economic feasibility regarding analysis of interconnections between and within means of transportation.

• Proceedings of the KSR Conference
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• 2005.11a
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• pp.540-545
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• 2005

The Korean Railway Industry has being changed by opening the express railway and the pubic cooperation. We. here, deduction what is the hopeful effect from the resent result, and how is the way to contribute to national traffic. Therefore. we groping a plan for the development of industry related railway and the active role in the national economic systems.

• Structural Engineering and Mechanics
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• v.61 no.5
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• pp.645-655
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• 2017

To determine the seismic applicability of a long-span railway concrete upper-deck arch bridge with concrete-filled steel-tube (CFST) rigid skeleton ribs, some fundamental principles and seismic approaches for long-span bridges are investigated to update the design methods in the current Code for Seismic Design of Railway Engineering of China. Ductile and mixed isolation design are investigated respectively to compare the structural seismic performances. The flexural moment and plastic rotation demands and capacities are quantified to assess the seismic status of the ductile components. A kind of triple friction pendulum (TFP) system and lead-plug rubber bearing are applied simultaneously to regularize the structural seismic demands. The numerical analysis shows that the current ductile layout with continuous rigid frame approaching spans should be strengthened to satisfy the demands of rare earthquakes. However, the mixed isolation design embodies excellent seismic performances for the continuous girder approaching span of this railway arch bridge.