• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.18 no.5
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• pp.34-48
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• 2019

The purpose of this study was two-fold; first, to develop safety performance functions (SPF) using transportation-related big data for all types of roads in Korea were developed, Second, to provide basic information to develop measures for relatively dangerous roads by evaluating the safety grade for various roads based on it. The coordinates of traffic accident data are used to match roads across the country based on the national standard node and link system. As independent variables, this study effort uses link length, the number of traffic volume data from ViewT established by the Korea Transport Research Institute, and the number of dangerous driving behaviors based on the digital tachograph system installed on commercial vehicles. Based on the methodology and result of analysis used in this study, it is expected that the transportation safety improvement projects can be properly selected, and the effects can be clearly monitored and quantified.

• Journal of Software Engineering Society
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• v.29 no.1
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• pp.7-12
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• 2020

As interest in functional safety has recently increased, application of functional safety standards has been required in various industrial fields. A functional safety standard is a document that defines functional safety-related activities required to prevent system malfunctions. All activities defined in this standard are required differentially according to the classification results calculated through the risk analysis and assessment of the system. In the field of domestic weapon systems, there is a manual for the development and management of weapon system software issued by the Defense Acquisition Program Administration (DAPA ). This manual requires static and dynamic analysis of software for functional safety related activities. However, the manual does not specifically address the classification activity through risk analysis and assessment as required for the preceding activities. Therefore, in this study, we analyze the problems of the manual based on the representative functional safety standards, and propose improvement plans.

• Fire Science and Engineering
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• v.24 no.2
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• pp.126-132
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• 2010

The Housing Performance Rating System, enacted on 9 January 2006, an active measure containing provisions on improved quality and advanced performance of the Fire-Protection System for equalized ability to secure safety of life to some extent, is a desirable policy in fire-safety regard. The study of theoretical background of each performance rating section for the purpose of active and wide application of The Fire-Protection System category of the Housing Performance Rating System currently in effect internally. In accordance with the result of the study, the reform measures for the currently detailed evaluation criteria have been suggested to improve the performance of the Fire-Protection area of The Housing Performance Rating System currently being in force based on the assumption of prior settlement of the following; upward settlement of the point distribution standards on the performance ratings of each head backed up by an institutional Government policy with overriding priority; and urgently enacted Fire-Protection related laws and regulations.

• JOURNAL OF ELECTRICAL WORLD
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• s.433
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• pp.41-48
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• 2013

• KAPE Magazine
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• s.168
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• pp.2-3
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• 2010

• Nuclear industry
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• v.21 no.5 s.219
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• pp.65-71
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• 2001

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 1994.11a
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• pp.203-211
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• 1994

본 논문에서는 다중 등급의 기밀성을 갖는 메세지의 보호를 위한 보안 특성 함수와 보안 오퍼레이션을 제시하였으며, 이를 구현하기 위한 네트워크 보안 커널의 구조를 설계하였다. 제안한 네트워크 보안 커널은 분산 네트워크상에서 다중등급보안 메세지를 안전하게 보호할 수 있도록 하는 분리된 (Isolated) 보호 기능을 제공한다.

• Proceedings of the Korea Multimedia Society Conference
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• 2003.05b
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• pp.234-237
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• 2003

SPKI 권한 인증서를 이용한 기존의 방식은 각 사용자마다 임의적으로 인증서를 발행할 수 있기 때문에 상위객체에 접근권한이 불가능한 데이터에도 접근권한을 줄 수 있다. 그래서 중요한 문서에 대한 보안이 완전하지 못하다. 따라서 본 논문에서는 강제적 접근제어 모델을 기반으로 하여 서버에서 보안레벨에 따라 등급을 나누고 인증서 내에 접근권한을 명시해 줌으로써 접근권한을 추가하거나 삭제할 수 있다. 이는 강제적 모델에 유연성을 제공해주고 서버에서 하는 역할을 줄일 수 있으며, 높은 등급의 정보가 낮은 등급의 객체로 흐르는 것을 막아주므로 기존의 방식보다 좀 더 안전한 접근제어 메커니즘을 제공한다. 또한, 서버에서 XML로 접근제어 레벨을 정의해주므로 여러 플랫폼에서 사용 가능한 이점을 지닌다.

• Journal of Aerospace System Engineering
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• v.15 no.1
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• pp.95-101
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• 2021

The detection sensitivity of a Walk Through Metal Detector (WTMD) currently being developed and operated in Korea differs from one manufacturer to another, making it difficult for them to be used based on Aviation Security level. In addition, the FAA 3-GUN Test approved by the domestic aviation authority for aviation security supervision is a single test object. There is no Operational Test Piece (OTP) consisting of multiple test objects for the operation of aviation security for a WTMD. This paper, the detection sensitivity of a WTMD applied by a commercial OTP was measured and detection sensitivity standards for a WTMD were developed based on results of measurement. Furthermore, institutional plans to maintain the same detection sensitivity for domestic aviation security were made through suggestions for Korean standards OTP development methods, taking characteristics of the aviation field into consideration.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.6A
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• pp.597-605
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• 2009

The safety of expressway bridges was estimated by checking the external condition rank based on the nondestructive inspection and material test and by measuring load carrying capacity based on the result of load test. Although the load carrying capacity of the bridges was clearly low compared to the design standard, it was examined that many of the bridges have good external condition rank relatively. Also, it can be assured that load carrying capacity shows a considerable difference according to various condition even though the bridges have similar construction year and a structural type. Therefore, this study showed various problems of the current safety measurement of expressway bridges by considering the status of the expressway bridges, external condition rank, and method of safety diagnosis and repair, rehabilitation for maintenance. Based on the existing data of over 400 expressway bridges, the load carrying capacity was analyzed quantitatively considering bridge type, serviced life, design live load, external condition rank and traffic count as variables. The result of this study will be expected to provide the basic information for a reasonable safety assessment of expressway bridge.