• Proceedings of the Korean Information Science Society Conference
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• 2004.10a
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• pp.655-657
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• 2004

본 논문은 안전등급 제어 기 기(Programmable Logic Controller) 에서 동작하는 실시간 운영체제의 안전성을 요구사항 단계에서 평가할 수 있는 검토항목을 개발하고 HAZOP(Hazard and Operability) 을 이용하여 현재 개발중인 PLC 운영체제에 적용한 경험 을 기술한다. HAZOP은 화학공장과 같은 산업에서 안전성을 평가하기 위한 방법으로 사용했던 방법론이다. 원자력발전소에 적용하기 위해 운영체제가 갖추어야 할 안전성 요건은 NUREG-0800의 BTP-14(Branch Technical Position)의 소프트웨어 기능특성 및 공정특성에 기술되어 있다. 이러한 기능적인 특성을 정확도, 신뢰성, 타이밍/사이징, 기능성, 강인성, 보안성 항목으로 나누고 세부적인 검토리스트를 만들어 HAZOP을 적용하여 평가하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.1
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• pp.67-74
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• 2021

This paper evaluated the structural safety of an aging PSC I-girder bridge with rebar corrosion in the deck. The geometry and rebar of the bridge were designed based on an actual PSC I-girder bridge, and the numerical analysis was performed considering the crack of concrete and yielding of steel rebar. According to the evaluation criteria of Korea Infrastructure Safety and Technology Corporation, this study defined two criteria of rebar exposure and corrosion rates to construct a total of 32 corrosion scenarios. Rebar exposure was defined as the exposure of tensile rebars in the bridge deck due to the removal of cover concrete. The results of the analysis showed that the safety and rating factors of the bridge decreased with increasing rebar exposure and corrosion rates. For the rebar corrosion rate more than 50%, the safety grade of the bridge should be carefully evaluated for all the rebar exposure rate. When the rebar corrosion rate exceeds 57%, the bridge was evaluated as E grade regardless of rebar exposure rate. A correlation analysis for a 2% of rebar exposure rate found that the bridge was evaluated as A grade up to 55.8% corrosion rate, C grade up to 56.9%, D grade up to 58.5%, and E grade for corrosion rate greater than 58.5%. This study indicates the necessity of a quantitative evaluation of rebar corrosion for evaluating the structural safety of aging bridges.

• Journal of the Society of Disaster Information
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• v.17 no.2
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• pp.319-328
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• 2021

Purpose: Recently, a large social disaster has called for the need to diagnose social disaster safety, and the Ministry of Public Administration and Security calculates and publishes regional safety ratings such as regional safety index and national safety diagnosis every year. The existing safety diagnosis system uses equal intervals or normal distribution to grade risk maps in a uniform manner. Method: However, the equidistant technique can objectively analyze risk ratings, but there is a limit to classifying risk ratings when the distribution is skewed to one side, and the z-score technique has a problem of losing credibility if the population does not follow a normal distribution. Because the distribution of statistical data varies from indicator to indicator, the most appropriate rating should be applied for each data distribution. Result: Therefore, in this paper, we analyze the data of disaster indicators and present a comparison and suitable method for traditional equidistant and natural brake techniques to proceed with optimized grading for each indicator. Conclusion: As a result, three of the six new indicators were applied differently from conventional grading techniques

• Journal of Korea Game Society
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• v.13 no.2
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• pp.143-154
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• 2013

This article explores on the deploying of game rating system in the context of whole game governance. Rating system is critical apparatus of game policy because it works as a kind of counterweight between different actors. We analyse to apply the three form of governmentality by Faucault. Rating system can be commonly considered as security mechanism. Korean rating system has hoped to be so but its effect was not actually. We should see why that system evolve to disciplinary mechanism, not toward security mechanism. Sound governance shows to be ensure all actors to participate its procedures practically, through constituting more rich discourse.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2000.06a
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• pp.58-63
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• 2000

국내에서 사용되고 있는 가연성 가스$\cdot$증기를 대상으로 한 전기기기의 방폭화 기술은 9가지 중에서 대부분 내압 방폭구조 및 안전증 방폭구조를 채용하고 있는 바 이의 단점 때문에 무겁거나 신뢰성이 약한 편이다. 또한 노동부 고시 제93-19호에서 내압 방폭구조는 방폭지역의 위험등급 (0, 1, 2종)중 1종 장소에서 사용하며, 안전증 방폭구조는 2종 장소에서만 사용할 수 있기 때문에 위험등급이 높은 0종 장소에서는 사용할 수 없다. (중략)

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.3
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• pp.101-110
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• 2005

In Seoul, structural deterioration is severe in the private masonry buildings which have been built since 1906s. But most of these structures remain without any repair works. As a result, the rate of deterioration is getting faster and these dangerous structures may cause hazardous circumstances to the adjacent structures and neighborhood. The purpose of this study is to investigate the actual conditions of wall cracks among the defect types which occur in private masonry buildings and to analyze the correlation between safety grades and wall cracks for offering the fundamental data. Using these date we can establish basic criteria for safety grades of structures and improve the quality of masonry buildings. The result of this study indicate that there are high correlations between safety grades and the width of crack but much less so with the length. Furthermore, with regard to crack patterns, vertical cracks much more negatively effected the safety grades.

• Journal of the Korea Institute of Building Construction
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• v.21 no.6
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• pp.665-676
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• 2021

As the number of deteriorated buildings increases, the importance of safety diagnosis and maintenance of buildings has been rising. Existing visual investigations and building safety diagnosis objectivity and reliability are poor due to their reliance on the subjective judgment of the examiner. Therefore, this study presented the limitations of the previously conducted appearance investigation and proposed 3D Point Cloud data to increase the accuracy of existing detailed inspection data. In addition, this study conducted a calculation of an objective building safety grade using a Deep-Neural Network(DNN) structure. The DNN structure is generated using the existing detailed inspection data and precise safety diagnosis data, and the safety grade is calculated after applying the state evaluation data obtained using a 3D Point Cloud model. This proposed process was applied to 10 deteriorated buildings through the case study, and achieved a time reduction of about 50% compared to a conventional manual safety diagnosis based on the same building area. Subsequently, in this study, the accuracy of the safety grade calculation process was verified by comparing the safety grade result value with the existing value, and a DNN with a high accuracy of about 90% was constructed. This is expected to improve economic feasibility in the future by increasing the reliability of calculated safety ratings of old buildings, saving money and time compared to existing technologies.

• 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.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.322-322
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• 2016

국내 1, 2종 댐 시설물은 "시설물의 안전관리에 관한 특별법(이하 시특법)" 제7조에 의해 주기적으로 정밀안전진단을 실시하여 상태평가 및 안전성평가에 의한 종합평가 등급을 부여하고 있다. 정밀안전진단 중 안전성 평가의 수문학적 안전성 평가는 댐의 구조형식과 현장진단 결과에 의한 댐의 상태평가에 따라 1차적으로 수행된다. 여유고 부족 또는 월류 발생 등의 1차적인 조건을 만족시키지 못할 경우 그에 따른 댐체의 구조적 안전을 검토(콘크리트댐)하고, 최종적으로 댐 붕괴 발생 시 하류에 미치는 인적, 경제적 위험요인 등을 기준으로 평가하는 3단계 평가가 수행된다. 본 논문에서는 위 단계적 평가가 수행된 기존댐의 수문학적 안전성 평가 및 상태평가 결과를 사용하여, 1종 기존댐에 대한 수문학적 안전성 취약 순위를 선정하고자 한다. 취약 순위를 선정하기 위하여 다기준의사결정기법(Multi-Criteria Decision Making: 이하 MCDM)을 적용하였고, MC DM의 Payoff Matrix 설정을 위하여 수문학적 안전성 평가 지표를 기준으로 설정하였으며, 이 외의 기준으로는 대상 댐의 연최대 강수량 값을 사용하였다. 연최대강수량값을 산정하기 위하여 기상관측소별 연최대 강수량 30년치의 평균값을 kriging 기법에 적용하여 대상댐에 대한 연최대강수량 값을 도출하여 수문학적 안전성 평가 지표 및 기존댐의 기상 관측값에 따른 댐별 수문학적 안전성 취약 순위 선정에 관한 연구를 수행하였다. 위 결과를 활용하여 수문학적 안전성 평가등급에 대한 검토 및 기후변화 적응 댐 수문학적 안전성 평가 프레임워크 개발을 위한 기초 자료로 활용될 것으로 기대된다.

• The tire
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• s.90
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• pp.13-21
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• 1980

Radial 타이어의 타이어 품질등급제 (UTQGS: Uniform Tire Quality Grading Standard)가 80년 4월1일 발효되었다. 다음 일람표는 미국운수성(DOT) 국유 High Way 교통안전국(NHTSA)에 80년 4월1일까지 등록된 각 타이어 메이커 및 자가 Brand 품(Private Brand)업자로부터 제출된 등급표시이다. Grades 표시내용에 대해서는 지난 5~6월호에 주석해 놓았으므로 참조바랍니다.<편집자주>