• 한국건축시공학회지
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• 제10권1호
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• pp.193-198
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• 2010

연구의 수행결과 얻어진 결과는 다음과 같다. 먼저 문제점으로는 국내의 경우 수선주기와 교체주기에 대한 명확한 구분기준이 없으며 건축공법과 재료성능의 발달 및 건물의 경과연수에 따른 변화대응력을 감안한 수선교체주기를 적용하지 못하고 있다. 즉 25~35년 사이에 리모델링 수준의 대규모 개수가 이루어 질 경우를 고려한 경제적인 수선교체주기의 산정이 필요하다. 수선교체주기의 산정에 있어 외국의 경우, 건물의 용도나 성능수준에 따라 이를 규정하고 있으나 국내의 경우에는 그렇지 못한 현실이다. 이를 개선하기 위해서는 개별건물의 특성을 반영하고, 새로운 건축재료나 공법에 대해 수선교체주기 산정기준을 마련하여야 하며 더불어 수선교체 대상항목의 분류 방식이 건축물 초기공사항목의 기준을 적용할 수 있도록 재편성하는 것이 필요하다. 또한 수선교체 이력데이터의 관리를 통해 기존의 확정적 수선교체주기설정에서 벗어나 건축물의 상태에 기반하여 수선교체주기를 재설정할 할 수 있는 업무기준이 필요할 것으로 판단된다.

• International Journal of Reliability and Applications
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• 제12권2호
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• pp.117-122
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• 2011

In this paper, we suggest the optimal replacement policy following the expiration of repair warranty when the cost of minimal repair depends on the age of system. To do so, we first explain the replacement model under repair warranty. And then the optimal replacement policy following the expiration of repair warranty is discussed from the user's point of view. The criterion used to determine the optimality of the replacement model is the expected cost rate per unit time, which is obtained from the expected cycle length and the expected total cost for our replacement model. The numerical examples are given for illustrative purpose.

• 산업경영시스템학회지
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• 제43권1호
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• pp.61-69
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• 2020

Systems such as database and socal network systems have been broadly used, and their unexpected failure, with great losses and sometimes a social confusion, has received attention in recent years. Therefore, it is an important issue to find optimal maintenance plans for such kind of systems from the points of system reliability and maintaining cost. However, it is difficult to maintain a system during its working cycle, since stopping works might incur users some troubles. From the above viewpoint, this paper discusses minimal repair maintenance policy with periodic replacement, while considering the random working cycles. The random working cycle and periodic replacement policies with minimal repair has been discussed in traditional literatures by usually analyzing cases for the nonstopping works. However, maintenance can be more conveniently done at discrete time and even during the working cycle in real applications. So, we propose that periodic replacement is planned at discrete times while considering the random working cycle, and moreover provide a model in which system, with a minimal repair at failures between replacements, is replaced at the minimum of discrete times KT and random cycles Y. The average cost rate model is used to determine the optimal number of periodic replacement.

• 한국건축시공학회지
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• 제10권2호
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• pp.41-50
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• 2010

본 연구에서는 수선교체이력 자료 및 전문가 의견을 기초데이터로 하고 몬테카를로 시뮬레이션을 활용하여 건축물 수선교체주기에 대한 신뢰성 분석을 가능하게 할 수 있는 모델을 제시하였다. 제시된 모델은 건축물의 경년별 수선교체 시기를 확률적으로 제시하고 건물의 유지관리 계획시 신뢰성분석에 근거한 수선교체시기와 비용수요를 사전에 예측하도록 지원한다. 또한 건물의 소유주체나 유지관리 의사결정권자에게 공통적으로 발생하는 계획상의 많은 리스크를 감소시켜주는 역할을 할 것이다. 더불어 기존건물의 수선교체 이력데이터의 부재로 인해 의사결정에 많은 어려움 겪고 있는 대규모 건물자산의 유지관리책임자가 수선교체소요에 대한 중장기정책 수립시 이에 대한 타당성을 확보할 수 있는 공학적 해법이 제시되었다. 정리하면 크게 다음과 같이 3가지의 연구성과로 나눌 수 있다 첫째, 건축시스템의 발달에 대응할 수 있는 수선교체주기 산정법이 개발되었다. 둘째, 수선교체주기의 리스크를 정량화 시킬 수 있는 확률론적 방법론이 제안되었다. 셋째, 제안된 모델은 건축프로젝트에서 설계자와 시공자가 건물의 생애주기설계에 관한 의사결정을 지원할 수 있는 도구로 활용 가능할 것이다.

• International Journal of Reliability and Applications
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• 제18권1호
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• pp.1-8
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• 2017

In this paper, we study an extended warranty model under minimal repair-replacement warranty (MRRW) which is suggested by Park, Jung and Park (2013). Under MRRW policy, the manufacturer is responsible for providing the minimal repair-replacement services upon the system failures during the warranty period. And if the failure occurs during the extended warranty period, only the minimal repair is conducted. Following the expiration of extended warranty, the user is solely responsible for maintaining the system for a fixed length of time period and replaces the system at the end of such a maintenance period. During the maintenance period, only the minimally repair is given for each system failure. The main purpose of this article is to suggest the extended warranty and replacement model with MRRW. Given the cost structures incurred during the life cycle of the system, we formulate the expected cost and the expected length of life cycle to obtain the expected cost rate.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.147-148
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• 2011

This study applied BIM(Building Information Modeling) technology for Long-life Housing within exterior, interior and building equipment. There has many changes and depression infill material after construction. Therefore to understand establishment of repair and replacement cycle is necessity. In addition, the method of classification is necessary because of construction equipment efficiency. On this study, we will find how can we manage them and establish the repair and repairment cycle by applying BIM technology.

• Architectural research
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• 제14권2호
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• pp.75-83
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• 2012

Buildings that are more than 10 years old generally have considerable repair and replacement costs due to the rapid deterioration of their systems. For public buildings in particular, which have national and social significance, considerable effort is required not only to ensure a long life cycle and safety but also to minimize the overall public expense. Along with increasing repair and replacement requirements, however, there have been problems related to the establishment of an accurate facility management budget. To address these concerns, a repair and replacement cost management system was constructed. This system manages both invested maintenance and forecast costs to establish a reasonable repair and replacement planning process and budget. The effectiveness of the system was verified through a pilot test targeting one of public Corporation (K).

• 한국신뢰성학회지:신뢰성응용연구
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• 제12권2호
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• pp.57-66
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• 2012

In this paper, we consider the periodic preventive maintenance model for a repairable system following the expiration of replacement-repair warranty. Under this preventive maintenance model, we derive the expressions for the expected cycle length, the expected total cost and the expected cost rate per unit time. Also, we determine the optimal preventive maintenance period and the optimal preventive maintenance number by minimizing the expected cost rate per unit time. Finally, the optimal periodic preventive maintenance policy is given for Weibull distribution case.

• 품질경영학회지
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• 제48권1호
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• pp.201-214
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• 2020

Purpose: The purpose of this paper is to determine an optimal number of cycle times for the replacement under the circumstance where the system is replaced at the periodic time and the multiple number of working cycles whichever occurs first and the system is minimally repaired between the replacements if it fails. Methods: The system is replaced at periodic time () or cycle time, whichever occurs first, and is repaired minimally when it fails between successive replacements. To determine the optimal number of cycle times, the expected total cost rate is optimized with respect to the number of cycle times, where the expected total cost rate is defined as the ratio of the expected total cost between replacements to the expected time between replacements. Results: In this paper, we conduct a sensitivity analysis to find the following results. First, when the expected number of failures per unit time increases, the optimal number of cycle times decreases. Second, when the periodic time for replacement becomes longer, the optimal number of cycle times decreases. Third, when the expected value for exponential distribution of the cycle time increases, the optimal number of cycle times increases. Conclusion: A mathematical model is suggested to find the optimal number of cycle times and numerical examples are provided through the sensitivity analysis on the model parameters to see the patterns for changes of the optimal number of cycle times.

• 교육녹색환경연구
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• 제9권2호
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• pp.1-8
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• 2010

This study is to present an engineering solution for the repair frequency and repair rates of a building. The existing data for the repair frequency and repair rates are used to draw the probability distribution for the generalized repair frequency and repair rate in a building. The suggested methodology can be widely used for most buildings to estimate the legal repair frequency and repair rates. Also, the methodology can be applied to resolve the risks on the maintenance costs in LC (Life Cycle) plans or LCC (Life Cycle Cost) analysis. As the future studies, there are the multiple regression analysis including the parameters on incurred costs and the decision methods on efficient repair and replacement.