• 한국항공운항학회지
• /
• 제25권3호
• /
• pp.123-134
• /
• 2017

In order to advance into the MRO industry, the Aviation maintenance organization with suitable for the standards for personnel, facilities and operations should be first approved by FAA and EASA. The purpose of study is designed to arrange the standards required for personnel, facility, operation rule for approval of Repair Station maintenance organizations certified by FAA PART 145 of the US Federal Aviation Regulation. Also to consider the following differences through the comparative analysis with domestic AMO certification of the information in the Management, Maintenance Process, and Quality System for approval of maintenance organization authorized, the additional EASA PART 145. As a comparative analysis on maintenance organization certification in the country between FAA and EASA, this study could show us that domestic maintenance organization, certified manual contents are used by applying just many of the FAA system. And we could know that as part of the EASA maintenance organization certification process, airmen personnel were relatively systematically segmented and controlled. For domestic maintenance organization certification, operational as policy implications we would like to present policy implications such as the implication of rating system of Aviation Mechanic License like EASA, the financial support of the training center to resolve the shortage of the FAA or EASA license holders, operational organization as "CAMO" for systematic aviation mechanic certified system should be required, continued construction of hangar or MRO for airworthiness repair under Governmental support, and varied application of DER system from FAA accordingly.

• 한국건설관리학회논문집
• /
• 제10권2호
• /
• pp.102-110
• /
• 2009

교량구조물의 유지관리비용은 크게 증가하는 추세이며 이에 대한 교량의 점검은 많은 비용뿐만 아니라 시간과 노력이 소요된다. 따라서 사전에 교량의 보수 또는 보강이 필요한 시점을 파악하고 그 주기를 예측하는 것은 비용의 절감뿐만 아니라 교량 구조물에 대한 안전성을 확보하는데 크게 도움이 된다. 따라서 본 연구에서는 강박스 도로교량에 대한 신뢰성 있는 보수 또는 보강 주기를 추정하기 위하여 노후화에 따른 기존의 성능등급 곡선을 우선적으로 분석하였다. 이를 바탕으로 보수보강 확률함수를 정의하고 컴퓨터 시뮬레이션을 통하여 확률적으로 보수보강 주기를 추정하는 독자적인 방법을 정립하여 제시 하였다. 또한 결과에 대한 통계적 분석을 통하여 신뢰성을 검증하였으며 강박스 도로교량에 대한 통계자료에서 얻어진 보수 또는 보강 주기와 그 결과가 유사하였다. 본 연구에서 얻어진 결과는 강재 교량 구조물에 대한 신뢰성 있는 보수 또는 보강 주기를 예측하는데 크게 기여할 것으로 판단된다.

• 한국건축시공학회지
• /
• 제7권1호
• /
• pp.99-106
• /
• 2007

Water leakage could be caused deterioration of environmental conditions, user condition, reduction of life span and long term safety in underground concrete structure. Many materials and construction method to repair on these problems have been developed, however, it is not proper to successful repair or raise problem of increasing repair cost However, there are many limitations as practical appraisal methods due to different view of reliability for test methods. Because, it was not enough that the technical objectivity could be lack and also application of environmental condition is inadequate. In this paper, we suggest varied test methods divided to appraisal for property of matter, construction, manufacturing, specification and maintenance, friendly environmental condition. It could be more practical as a objective standard considering various angles. In summery, it should be subdivided and differentiated to accomplish proper application and to select proper materials and construction method for repair even if the synthetical condition is very complicated.

• 한국건설순환자원학회논문집
• /
• 제5권3호
• /
• pp.230-238
• /
• 2017

탄산화는 지하구조물에서 발생하는 대표적인 열화현상으로 내구성 문제를 야기하며, 이는 보수를 통하여 사용성능을 확보해야 한다. 본 연구는 확률론적인 방법을 고려하여 최적의 보수시기를 도출하며 초기 및 보수조건을 고려하여 복잡한 확률 해석 없이 최적의 보수시기 도출식을 제안하는 것이다. 이를 위해 초기시공에 따른 내구수명, 보수를 통해 연장된 내구수명, 그리고 각각의 변동성을 고려하여 보수횟수를 감소시킬 수 있는 기간을 평가하였다. 각각의 기간을 독립적으로 가정하여 10~50년간의 해석을 수행하였으며, 최적의 보수시기를 평가할 수 있는 식을 회귀분석을 통해 제안하였다. 변동계수의 변화는 보수횟수를 줄이는 데 큰 영향을 주지 못하지만 임계시점에서의 확률변화에 큰 영향을 주었다. 또한 보수재를 통한 내구수명의 증가는 보수횟수를 줄이는 데 큰 역할을 하였다. 제안된 식은 정량적인 수명의 변동성을 정의한다면 효과적인 유지관리 기법으로 사용될 수 있다.

• 한국경영과학회:학술대회논문집
• /
• 한국경영과학회/대한산업공학회 2003년도 춘계공동학술대회
• /
• pp.105-117
• /
• 2003

The purpose of this research aimed at performing the easy design. and also the easy on-the-job application or the maintenance interval determination methodology by presenting the determining model or the optimizing maintenance interval in TBM for the preventive maintenance or facility TBM(time-based maintenance) as the preventive maintenance requires the adequate determination or the maintenance interval. The maintenance interval or TBM shall be applied differently for the each interval such as He patrol inspection, maintenance, overhaul inspection. exchange. And it is based on the composition level of equipment. The already informed theories or interval determination methodology for the patrol inspection. repair. and overhaul inspection are difficult for adopting because or the several restriction problems in applying the maintenance schemes as the theory So, the model for determining the optimizing exchange interval or part, maintenance interval of auxiliary machine, unit equipment etc. was presented to apply in the maintenance easily and appropriately.

• 한국도로학회논문집
• /
• 제9권4호
• /
• pp.159-169
• /
• 2007

본 연구에서는 효율적인 포장관리를 위해 경제성을 고려하여 생애주기비용(LCC)이 최소가 되는 시점에서 필요한 유지보수공법을 적용할 수 있는 포장관리시스템(PMS)을 개발하여 실제 포장관련 자료를 기반으로 한 유지관리방안을 제시하였다. 나아가 예산제약이 없는 경우를 대상으로 일정한 수준의 도로 서비스수준을 유지하기 위해 필요한 예산은 매년 차이가 있음도 확인하였다. Visual Basic 프로그램으로 개발하여 시스템의 응용성과 실효성의 검증을 위해 22개의 국도포장단면을 대상으로 현장조사를 시행하여 얻은 자료를 바탕으로 포장단면의 장기공용성 추정과 예산범위를 고려한 효율적인 유지관리 방안을 제시하였다.

• 품질경영학회지
• /
• 제28권3호
• /
• pp.11-17
• /
• 2000

This paper presents a model for determining the optimal number of general repairs and supplementary input cost limit rate in addition to minimal repair cost rate to implement preventive maintenance. The basic concept parallels the periodic replacement model with minimal repair at failure introduced by Barlow and Hunter(1960) and Park(1979), only difference being the replacement signalled by the number of previous general repairs performed on the system. A general repair brings the state of the system to a certain better state than before repaired. Numerical examples are provided.

• 산업경영시스템학회지
• /
• 제19권40호
• /
• pp.341-349
• /
• 1996

In this paper, we deal with the problem of maintenance policies for an air filter system in clean room. Two types of maintenance policies are considered, one based on the reliability of equipment and the other one determined by the total cost including minimal repair cost. For these models, we obtain the structure of the optimal maintenance Policy which minimize the total cost. Finally we give the numerical example.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.1-9
• /
• 2004

Repair of concrete structures has been a focus of attention in recent years not only in Japan but also worldwide. Concrete structures have fallen short of expectations at the time of construction-they should have been perpetual and maintenance-free. However, investigation into their premature deterioration reveals the primary causes: Concrete was made using inadequate materials and/or inadequate mixture proportions due to insufficient consideration and was placed inadequately under insufficient execution control. The secondary causes include insufficient consideration at the time of construction for the environmental conditions to which the structures were to be exposed. In any event, in the current economic climate, structures cannot be demolished and rebuilt as soon as they are damaged, but instead are expected to continue to be in service as long as possible with appropriate repair or retrofitting. This paper analyzes the causes of deterioration requiring repair and introduces relevant repair techniques. At the end, the repair project of the Sanyo Shinkansen Line in which the author was involved through committee activities is reported.

• 한국신뢰성학회지:신뢰성응용연구
• /
• 제18권2호
• /
• pp.114-121
• /
• 2018

Purpose: This study proposes a process for evaluating the preventive maintenance policy for a system with degradation characteristics and for calculating the appropriate preventive maintenance cycle using time- and condition-based maintenance. Methods: First, the collected data is divided into the maintenance history lifetime and degradation lifetime, and analysis datasets are extracted through preprocessing. Particle filter algorithm is used to estimate the degradation lifetime from analysis datasets and prior information is obtained using LSE. The suitability and cost of the existing preventive maintenance policy are each evaluated based on the degradation lifetime and by using a minimum repair block replacement model of time-based maintenance. Results: The process is applied to the degradation of the reverse osmosis (RO) membrane in a seawater reverse osmosis (SWRO) plant to evaluate the existing preventive maintenance policy. Conclusion: This method can be used for facilities or systems that undergo degradation, which can be evaluated in terms of cost and time. The method is expected to be used in decision-making for devising the optimal preventive maintenance policy.