• Journal of the Korean Geophysical Society
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• v.9 no.4
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• pp.301-310
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• 2006

In this short paper, an elasto-plastic repair and retrofit element is developed for the investigation of the seismic performance of damaged reinforced concrete members. The developed element is capable of reflecting the increased characteristics due to both repair and retrofitting for degraded strength and stiffness of the members. The element having both birth and death time can freely be activated within the user-defined time intervals during static and dynamic time-history analysis. Comparative studies are conducted for reinforced concrete members being repaired and retrofitted. Analytical predictions including the developed element display reasonable correlation with experimental results. In short, it is concluded that the developed element is capable of providing salient features for the healthy assessment of seismic performance of RC members being repaired and retrofitted.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.1
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• pp.48-55
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• 2016

The assessment and prediction of service life of a structure are usually under uncertainty so that rational probabilistic concepts and methods have to be applied. Based on these rational assessment and prediction, optimum maintenance strategies to minimize the life-cycle cost and/or maximize the structural safety can be established. The service life assessment and prediction considering maintenance actions generally includes effects of maintenance types and times of the structural components on the service life extensions of structural system. Existing researches on the service life management have revealed the appropriate system modeling considering the correlation among the components is required for system reliability analysis and probabilistic service life estimation. However, the study on correlation among the maintenance actions is still required. This paper deals with such a study for more effective and efficient service life management. In this paper, both the preventive and essential maintenances are considered for the extended service life estimation and management.

• Journal of Korean Society of Industrial and Systems Engineering
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• v.16 no.27
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• pp.11-19
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• 1993

본 논문에서는 여러 가지 형태의 고장을 갖는 동일한 두 요소로 구성된 병렬 시스템의 신뢰도를 평가하는 마코프 모형을 제시하였다. 여기서 고려하는 고장형태는 인간의 오류에 의한 고장, 하드웨어에 의한 고장, 하나의 원인에 의해서 여러개의 구성요소가 동시에 고장나는 Common cause 고장형태로 나누었다. 시스템은 임의의 시점에서 예방보수를 받을수 있고, 고장률과 예방 보수률은 일정하다고 가정했다. 또한 수리률이 임의의 분포를 따를 경우 시스템 신뢰도 및 평균 고장시간을 구했다.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2000.11a
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• pp.41-46
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• 2000

조명시스템의 경제성에 크게 영향을 주는 요소들을 보면 초기 설비비, 보수비, 전기요금 등이 있다. 이 중에서 보수비는 램프 교환비, 램프교환 인건비, 청소비로 구성되어 있으므로 보수계획에 따라서 조명시스템의 경제성이 다르게 나타난다. 따라서 설계초기에 어떠한 조명시스템이 경제적으로 유리한가를 예측하는 것은 중요하다. 그러므로 본 연구에서는 국내에서 평균조도를 계산하는데 사용되는 ZCM에서의 보수율 구성 요소들을 변화시켜 보수율 값을 산정한 후 조명시스템의 경제성 평가 위해 개발한 WEELS(Worksheet for Economics Evaluation of Lighting Systems)에 적용하여 조명시스템에서 보수율의 중요성을 보였다.

• Journal of the Korea Society of Computer and Information
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• v.4 no.2
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• pp.61-69
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• 1999

In this study, the productivity factors of software maintenance are categorized into the three areas such as maintainer characteristics, software technical characteristics and maintenance environment characteristics. And the various regression analyses are performed for searching the most significant model by using actual project's data. At conclusion, an linear model including new variables derived from factor analysis to estimate the effort for software maintenance project is suggested.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.1A
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• pp.237-246
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• 2006

In order to evaluate the seismic performance of damaged reinforced concrete members, particularly bridge piers, an inelastic time-dependent element is proposed. The proposed element enables increased characteristics due to structural intervention(i.e., repair or retrofitting) to be accurately reflected to the degraded strength and stiffness of the members. The inelastic time-dependent element having both birth and death time can freely be activated within the user-defined time intervals during static and dynamic time-history analysis. Comparative studies are carried out for reinforced concrete bridge piers that are repaired and retrofitted. Analytical predictions using the developed element show reasonable correlation with experimental results. Also conducted is a nonlinear time-history analysis of a reinforced concrete bridge under multiple earthquakes. The comparative analytical results prove the validation of current development. In all, it is concluded that the present element is capable of providing salient features for the healthy evaluation of seismic performance and hence seismic stability assessment of RC bridge piers being repaired and retrofitted.

• Korean Journal of Digital Imaging in Medicine
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• v.9 no.1
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• pp.45-51
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• 2007

PACS 유지보수 서비스의 중요성을 살펴보고 PACS 분분별 제안요청 요소를 분석하여 향후 시스템 유지보수 계약의 지표를 제공하는데 목적이 있으며 경희의료원의 PACS 유지보수 제안서요청의 사례를 중심으로 유지보수 RFP 작성의 필요성, 중요사항 및 분야별 요구사항 등에 대하여 기술한다. 제안 부문은 9 개로 구분하였으며 총 139 항목의 제안 요청 사항을 정리하였다. 제안 요소 연구의 결과는 다음과 같다. 1. PACS 유지보수 분야는 PACS Software 부문, 데이터베이스 부문, 서버 및 스토리지 부문, 네트워크 부문, CR 및 DR System 등과 같은 영상획득장치에 관한 부문, 판독용 및 임상용 모니터 부문 등으로 구분하며, 각 부문별 제안 요구사항을 기술한 제안요청서를 작성하여 각 부문별 제안서를 요청하여야 한다. 2. 병원에서는 PACS 부문의 외주관리를 체계적으로 구분 관리하여 시스템 유지보수의 수준을 높이고 이를 질 높은 의료서비스로 연계되도록 하여야 한다. 3. PACS 관련 회사는 병원에서 요청된 제안 요청사항을 수용하며 질 높은 관련부문 서비스를 제공하기위한 기술적 배경을 체계화하여야하며 향후 주요 매출원으로 자리 잡게 될 유지보수 서비스를 상품으로 인식하고 이에 대한 적극적인 상품화전략과 홍보 노력이 필요하다.

• Journal of KIISE:Software and Applications
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• v.31 no.5
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• pp.555-562
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• 2004

Software industry has put more emphasis on maintenance and enhancement work than on the new development. The existing effort estimation models can still be applied to maintenance projects, though modifications are needed. This paper suggests a way to estimate the size of a maintenance project from the regression analysis of ISBSG's benchmarking data. First of all, among the 3 elements(addition, modification and deletion of the program) which influences the software cost, we selected and classified 4 groups from a total of 8 which shows actual maintenance cost from ISBSG's data. Moreover, we developed statistical model and a model which uses RBF(Radial Basis Function) Network and after evaluating each functions we concluded that the RBF Network is superior to the statistical model.

• 정보화사회
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• s.89
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• pp.22-28
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• 1995

우리협회는 지난 3월 20일 전경련회관에서 국내외 멀티미디어 정책을 전망키 위해 "'95 한.일 멀티미디어 세미나"를 개최했다. 삼성전자와 공동으로 개최한 이번 세미나에서 일본 빈야보수교수는 주제발표문 "멀티미디어의 2대요소-디지털화와 네트워킹"을 통해 미국, 일본등 선진국의 멀티미디어 현황 및 정책을 폭넓게 조망했다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.4
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• pp.715-722
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• 2016

Most of the domestic railroad tracks are ballast track and repetitive maintenance is required in this track. Therefore, it is necessary to optimize maintenance process for maintenance cost reduction and more effective maintenance. For this, it is important to develop a reasonable settlement progressive model of ballast layer. However, the behavior of ballast is different to that of soils, since ballast is composed of large coarse gravel. Thus, in this study, we carried out numerical analysis by using the discrete element method (PFC 2D) for better understanding of ballast settlement and development of reasonable settlement progressive model. And, we evaluated the settlement of ballast according to particles shape, porosity and loading conditions.