• Journal of the Korean Society for Railway
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• v.14 no.4
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• pp.376-382
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• 2011

The service quality of website has been recognized as an important factor for business productivity and affected the customer behavior. The logistics industry is no longer exceptional for these trends. This study attempts to find out relationship between the quality of railway logistics information service (reliability, availability, appearance, convenience) and the satisfaction of shipper. In the result of regression analysis, reliability and availability have effects to shipper's satisfaction. But appearance and convenience have no effects to shipper's satisfaction. The purpose of this paper is to suggest the strategy of railway logistics information service to increase the shipper's satisfaction.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.4
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• pp.102-110
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• 2010

The reliability evaluation may be a efficient method for estimating of the quantitative structural safety considering the effect of uncertainties included in high-speed railway bridges. The expected life-cycle cost(LCC) based upon the reliability evaluation will reasonably offer the safety level and design criteria of high-speed railway bridges. Therefore, this study determined the expected life-cycle cost and optimal design method of high-speed railway bridges on the basis of the result of the numerical analysis and reliability evaluation. For this, after creating various design method based upon the standard design of high-speed railway bridges, the numerical analysis is conducted on each of the alternative design methods. The reliability evaluation by the design strength limit state function is conducted considering the effect of external uncertainties on the basis of the numerical analysis result. The expected life-cycle cost of high-speed railway bridges is calculated on the basis of the reliability evaluation result by each of the alternative design methods. Also, the optimal design method is determined using the calculated expected life-cycle cost. In addition, The result of reliability evaluation and expected life-cycle cost of optimal design method are examined considering the effect of internal uncertainties. It is expected that the result of this study can be used as a basic information for the systematic safety evaluation and optimal structure design of high-speed railway bridges.

• Railway Journal
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• v.18 no.1
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• pp.97-100
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• 2015

• Journal of Energy Engineering
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• v.24 no.1
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• pp.10-16
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• 2015

Recently, RCM(reliability centered maintenance) process is introduced and applied for the planning and implementing efficient and effective maintenance system in terms of optimal rolling stock maintenance. Particularly, cost-time benefits analysis associated with the implementation of RCM for rolling stock maintenance is necessary and required for railway operator in advance. The RCM process was primarily starting from military, airplane and nuclear industries and is now adapted in railway industry for local railway operators. This paper focuses on suggesting the way of connecting the RCM process with railway maintenance activities in the railway operation field. Thus, in order to introduce and establish reliability activities, it needs to review and evaluate the maintenance environment in the organizational point of view. Based on these reviews and evaluations, various maintenance methodologies are reviewed for customizing local railway field situations and establish specific process in the application of major systems on the reliability technology. In this paper, the railway RCM process is proposed for the establishment and construction of the systematic and optimal maintenance system.

• Proceedings of the KIEE Conference
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• 2006.04b
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• pp.293-295
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• 2006

철도 신호제어시스템은 철도의 선로변에 위치하면서 열차의 안전운행을 책임지는 매우 중대한 시스템이다. 이러한 신호제어장치들은 각자의 고유의 기능을 수행하면서 다른 제어장치들과 링크되어 하나의 신호제어시스템으로 구성되어진다. 요즘 철도신호시스템에 사용되는 각 장치들이 전자화되어감에 따라 철도신호장치들간 정보전송을 위한 네트워크에 대한 중요성이 증대되었다. 철도신호시스템과 같은 고신뢰성이 요구되는 시스템에서 실시간 요구조건과 신뢰도를 만족시킬 수 있는 네트워크 기술에 대한 필요성 또한 증대되고 있다. 가장 널리 쓰이는 기술인 이더넷은 프로토콜 자체의 랜덤 특성으로 인해 실시간 요구사항을 만족하지 못하였으나 최근 들어 스위치드 이더넷으로 진화하면서 산업용 제어시스템에 이더넷 기술이 적용되고 있다. 본 논문에서는 이러한 스위치드 이더넷의 이론적 해석을 통해 철도신호시스템에 적용 가능성을 확인하였고, 네트워크에 결함발생 시 결함검지 및 회복 알고리즘이 포함된 높은 신뢰성을 가진 이더넷 기반 네트워크 알고리즘과 모의시험을 통한 그 성능을 분석하였다.

• Proceedings of the KSR Conference
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• 2011.05a
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• pp.836-841
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• 2011

In recent years, the concern about the reliability of railway vehicles is increasing, Many studies on reliability is in progress. But, the existing railway cars have been running without any specific criteria for vibration. So, we looked into the effect of the vibration and braking devices.

• Journal of the Korean Society for Railway
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• v.11 no.1
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• pp.75-80
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• 2008

Human factors still play a significant part in many railway accidents. It is well blown that SPAD (Signal Passed at Danger) remains as the single most cause of railway accidents. In this study a stochastic model is developed to quantify SPAD human reliability. This model provides closed-form mathematical expressions into which multiple factors affecting the reliability of man-machine systems can be incorporated. Two basic elements are combined to form the framework for modeling: random signal occurrence and transient human performance characteristics.

• Computational Structural Engineering
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• v.10 no.3
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• pp.133-143
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• 1997

In Korea, the construction of the first high-speed railroad on the Seoul-Pusan Corridor has already started 3 years ago, in the paper, an attempt is made to develop reliability-based safety and capacity evaluation models for the computer-aided maintenance of the high-speed railroad bridges. The strength limit state models of PC railroad bridges for reliability analysis encompass both the single failure mode such as bending or shear strength and the combined interaction equations which simultaneously take into account flexures, shear and torsion. Then, the actual load carrying capacity and the realistic safety of bridges are evaluated using the system reliability-based equivalent strength, and the results are compared with those of the element reliability based or conventional methods. It is concluded that the proposed models may be appropriately applied in practice for the realistic assessment of safety and capacity of high-speed railroad bridges.

• Proceedings of the KIEE Conference
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• 2008.11a
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• pp.270-272
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• 2008

철도전력설비에서 고장을 예측은 신뢰성기반 유지보수 및 신뢰성 및 안전성 분석에 가장 기본적인 요소 중의 하나이다. 본 논문에서는 전철전력설비 관련 국제 규격서를 검토하여 소개하였으며, 실제 철도전력시스템에서 발생하는 사고데이타를 분석하여 그에 따른 고장율과 고장데이타가 적을 경우 추정하여 철도 급전시스템에 적용할 수 있는 데이터베이스를 구축하고자 한다. 이러한 모델과 계산법의 목적은 시스템의 신뢰도 수준 결정, 시스템의 디자인 평가, 시스템 운영, 점검, 유지보수 프로그램 방침 평가 및 위험도 평가에 기여할 수 있다.

• Journal of the Korean Society for Railway
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• v.11 no.2
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• pp.158-164
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• 2008

Abstract Infiltration of rainfall that may lead to reduce resistance force due to reduction of matric suction and to increase driving force due to increase of self weight makes the slope fail. There are many specifications to make slope stable based on factor of safety. Although result of slope stability analysis satisfy the specifications, slope failures triggered by rainfall are frequently occurred in reality because slope stability analysis cannot consider uncertainty of each soil properties. This is why conventional analysis has limitation and development of alternative method is needed. So it is suggested to adopt the reliability analysis rather than design based on factor of safety into designing safer structure. Through the evaluation of handicaps for the factor of safety based design, calculation of soil properties by site investigation, and reliability analysis considering distribution of each soil properties, distribution of failure probability in railway slope is obtained. Then, Risk assessment of slopes in Korean railway is executed from the results. Damage loss and incoming loss are considered as the loss. Using these results, it is possible to make proper countermeasure or efficient maintenance.