• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.1
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• pp.226-234
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• 2011

The service life of concrete structures exposed to a marine environment can be extended by controlling the amount of chloride in cover concrete. Patching is one of the appropriate maintenance techniques for chloride contamination. Chloride-contaminated cover concrete is removed and replaced with sound one. It can provide less risk of corrosion of steel, so that the structure can be maintained for required service life. In this study, a quantitative assessment of the service life subjected to the chloride attack is proposed to determine the effective repair options such as repair depth, repair material and timing of repair. The Crank-Nicolson based finite difference formulation from Fick's second law is proposed to predict the profiles of chloride ion in a repaired concrete structure, considering ingress of chloride from outer and redistribution of residual chloride from the substrate concrete. Therefore, the repair application times and maintenance cost for the target service life can be estimated. Finally, the numerical examples are presented to ensure its applicability.

• Proceedings of the Korean Information Science Society Conference
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• 1999.10a
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• pp.548-550
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• 1999

최근 시스템 환경의 급격한 변화에 따라 기존 시스템의 유지보수와 재사용에 관련된 여러 가지 문제점이 발견되었다. 객체지향개념은 우리에게 재사용과 유지보수를 용이하게 해 줄 것으로 생각되었지만 기대만큼의 효과는 거두지 못하고 있다. 이러한 현실적인 문제를 해결하기 위해 많은 클래스들을 관련성을 이용해 패키지로 분류하는 클러스터링 기법들이 연구되었다. 대부분이 소프트웨어의 품질을 평가하기 위한 매트릭스를 기반으로 한 것이었지만, 실제 현장에서 개발자들의 경험에 의한 클러스터링 기법과는 많은 차이가 발생한다. 본 논문에서는 메트릭스를 이용한 Composition 방법과 개발자들의 경험을 이용한 Partition 방법을 혼합하여 정량화된 수치를 제공하며 개발자들의 경험을 충족시키는 방법을 제시하고자 한다.

• Proceedings of the Korean Information Science Society Conference
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• 2011.06a
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• pp.158-161
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• 2011

웹 UI 자동화 테스트 환경 구축하여 운영할 때, 현실적으로 어려움이 있다. 자동화 셋을 구축하는데 초기 투자비용이 많이 들고, 구축한 흐름에도 유지보수 비용이 많이 발생한다. 또한 필요시 바로 실행될 수 있는 자동화 셋을 통합 관리하려면 많은 공수가 투입되어야 한다. 본 논문에서는 웹 UI 자동화 테스트시 발생하는 이런 어려움들을 효과적으로 해결할 수 있는 키워드 기반 웹서비스 UI 테스트 자동화 프레임웍 (kUTAF: Keyword based web service UI Test Automation Framework) 을 소개한다. kUTAF은 웹 구성요소와 사용자 행위를 도메인 지정 언어로 매핑시킨 키워드를 사용해 테스트케이스를 작성하여 자동화 테스트를 수행하고, 작성된 자동화 테스트 셋을 효과적으로 통합 관리하는 프레임웍이다. kUTAF을 적용하면 자동화 셋의 유지보수가 쉬워지고, 커뮤니케이션 비용이 감소하고, 자동화 테스트를 통합 관리하는 부문에서 많은 효과를 볼 수 있다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.11
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• pp.6932-6942
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• 2014

The expressway is a key area of road networks for national industry, economics and social development. In addition, the number of lines are increasing continuously. Recently, road management policy have shown a paradigm shift to safe road, low-carbon and green etc. Nevertheless, the road condition has deteriorated dramatically by fatigue cracking, thermal cracking and weather impact. On the other hand, the budgets for highway maintenance have shrunk dramatically. In this study, an effective pavement management and maintenance process was developed to extend the pavement serviceability and pavement life to overcome the rack of budgets.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.539-542
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• 2002

Crack sealing is a maintenance procedure that is commonly used to reduce pavement degradation. If cracks in pavements are not sealed, surface water penetration can reduce the strength of the sub-base layers, which can result in increased deflections of the pavement. Reduced strength of the sub-base also accelerates the deterioration of the surface, due to development of greater cracking and potholes. Crack sealing is performed to reduce water and debris penetration, thereby helping to maintain pavement structural capacity and limiting future degradation. The process of sealing cracks in pavements is however dangerous, costly, and labor-intensive operation. Labor turnover and training are increasing problems related to crack sealing crews, and as traffic volumes increase. Automating crack sealing can reduce labor and road user costs, improve work quality, and decrease worker exposure to roadway hazards. The main objective of this research is to develop an automated system for sealing cracks in pavement. Extension of the algorithms and tools presented in this research is also recommended for future study.

• Korean Journal of Construction Engineering and Management
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• v.5 no.2 s.18
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• pp.162-171
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• 2004

Crack sealing is a maintenance procedure that is commonly used to reduce pavement degradation. If cracks in pavements are not sealed, surface water penetration can reduce the strength of the sub-base layers, which can result in increased deflections of the pavement. Reduced strength of the sub-base also accelerates the deterioration of the surface, due to development of greater cracking and potholes. Crack sealing is performed to reduce water and debris penetration, thereby helping to maintain pavement structural capacity and limiting future degradation. The process of sealing cracks in pavements is however dangerous, costly, and labor-intensive operation. Labor turnover and training are increasing problems related to crack sealing crews, and as traffic volumes increase. Automating crack sealing can reduce labor and road user costs, improve work quality, and decrease worker exposure to roadway hazards. The main objective of this research is to develop an automated system for sealing cracks in pavement. Extension of the algorithms and tools presented in this research is also recommended for future study.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.2
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• pp.89-96
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• 2010

This study presented the analytical evaluation model effective in the concrete structure repaired with a patching material. The model considered the effect of the repair material on carbon dioxide penetration into the repaired concrete as evaluating the remaining service life of the CO2-deteriorated concrete structure after repair. The diffusion profiles of carbon dioxide as well as the carbonated concrete were effectively able to be modelled with analytical method based on Fick's 1st diffusion law. The evaluation of the model equation showed the good result and rational process quantitatively and numerically to evaluate the remaining service life of the repaired concrete structure after repair.

• Proceedings of the KIEE Conference
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• 1999.11c
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• pp.712-714
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• 1999

신규 광대역 멀티미디어 서비스를 효과적으로 제공하기 위한 새로운 망구조 및 전승기술들이 도입되면서, 이러한 시설들 관리할 새로운 시스템들이 요구되고 있다. 본 논문에서는 비대칭 디지털 가입자망을 유지보수관리하기 위한 전산화 방안에 대하여 기술한다. 먼저 성능 감시 및 감독을 위한 객체를 분석하고 이를 바탕으로 시험 관리시스템 및 시험 드라이버의 구조 및 기능을 설계한다. 마지막으로 시험 통신 프로토콜을 정의하고 시험응답의 예를 통한 정보요소 내용을 기술한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.1 s.53
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• pp.69-77
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• 2009

An underwater structure is made to put with serious damage state by special environmental factors. If this damage phenomena persist, as for the structure, it is generated a structural serious problem because of the corrosion of a reinforcing bar and the loss of the concrete cut end. Repair work of an underwater structure is very harder than repair work in land, and it is actual that certification about a maintenance effect is uncertain. And the existing repair method is applied to a structure damaged with you without verification of a repair effect by a foreign reward and experience. In this study, a repair method about an underwater structure was proposed and observed a behavior characteristic and interface failure of an specimens. and comparison analyzed an effect of a proposed maintenance method.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.17 no.3
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• pp.80-86
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• 2003

A study on the insulation aging assessment and maintenance for submarine medium voltage power cable systems has been performed The purpose of this work is the economic discrimination and maintenance of bad cables which is likely to cause cable system failure. 1 have found that aging status of submarine cable systems are very poor and in progress. Therefore, we have the replacement of cable terminations and repeat the diagnostic measurement Insulation status were improved with the replacement of cable terminations. I have confirmed, with the electrical md structural analysis of terminations, that the poor aging status of cables are mainly caused not by the cable insulations but by the aging of cable terminations. From the above results, I have also confirmed that the domestic diagnostic system is successful and convenient for the discrimination and maintenance of the damaged cables economically.