• 한국IT서비스학회지
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• 제18권4호
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• pp.67-82
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• 2019

The purpose of this study is to improve the calculation method of the software operation pricing proposed by the software business price calculation guide from 'input manpower method' to 'rate calculation method'. The software operation pricing of the input manpower method is not objectively calculated in the domestic IT outsourcing situation where the statistical data based on the activity based estimating is insufficient and it is decided by agreement between the owner and the client. In addition, there was no standard for adjusting the productivity according to the characteristics of the operation service. In order to improve this, an operational correction factor item that can affect the software operation productivity was selected based on foreign and domestic standards, and it was confirmed through the first questionnaire to IT operation managers. In order to determine the level of difficulty of the fixed operational correction factors, the operational correction factor using AHP technique was confirmed through a second questionnaire for pairwise comparison. The operational difficulty calculation table was developed with reference to COCOMO and ITIL standards. Finally, we propose a new pricing scheme that reflects the operating rate. Regression analysis was carried out by collecting the data of the domestic public institutions on the estimated cost and the actual cost calculated from the new rate method software operation pricing. The results of the regression analysis show that the estimated cost and the actual cost are related to each other. Mean magnitude of relative error(MMRE) and PRED[25] analysis were added for accuracy analysis. MMRE and PRED also showed satisfactory results, confirming the possibility of replacing the rate method software operation pricing.

• Journal of Advanced Marine Engineering and Technology
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• 제40권1호
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• pp.50-54
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• 2016

무선센서네트워크는 구축과 운영측면에서 기존 네트워크방식보다 유리하나 각종 산업플랜트의 중요감시 대상설비는 대부분 건물내부 또는 지하에 위치하며 고정되어있어 일반적인 형태로는 적용이 어렵다. 이러한 특정 환경의 설비 감시를 위해서는 해당 조건에 적합한 무선센서네트워크 형태로 적용해야 한다. 따라서, 본 논문에서는 적합한 형태 확인을 위해 TinyOS시뮬레이터인 TOSSIM을 이용하여 고정설비감시 네트워크 환경과 유사한 조건에서 시뮬레이션을 수행하고 그 결과를 제시한다. 확인 대상은 LEACH, Flooding 및 Gossiping 프로토콜로 네트워크의 부하분산과 효율 면에서 계층구조인 LEACH가 좀 더 우수함을 나타낸다.

• 대한토목학회논문집
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• 제29권1D호
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• pp.63-72
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• 2009

본 연구에서는 우리나라 실정에 맞는 도로포장의 장기 공용성 추정 및 자산가치 평가를 위한 의사결정지원시스템을 구축하여, 도로 포장의 공용성 평가와 생애주기분석을 통한 예방적 유지보수를 위한 최적 타이밍의 결정 등에 대한 방안을 제시하고자 한다. 또한 현재 일정한 금액의 예산으로 예산수준에 맞게 유지보수의 장소를 선정하는 근시안적인 예산관리시스템의 문제점을 보완하기 위해 도로관리자가 필요한 예산의 수준을 예측할 수 있도록 장기 소요예산 예측시스템 및 경제성원리를 도입하여 최소 비용으로 도로의 공용성을 유지하기 위한 도로포장자산평가시스템의 구축방안을 제시하고자 한다. 도로포장자산평가시스템 활용에 있어서, 적정수준의 포장평가지수를 유지하기 위해 대상구간의 당해년도 필요유지예산을 참고하여 효율적으로 예산을 편성할 경우, 가장 합리적인 도로포장 유지보수 예산을 분석할 수 있었다. 이러한 결과로, 불필요한 예산의 낭비를 미연에 방지할 수 있을 것으로 판단되고, 도로포장의 장기 공용성 추정 및 자산가치 평가를 위한 의사결정 시스템 개발을 통해 최적 유지보수 기준의 제시 및 새로운 도로포장의 공법 도입을 위한 사전 평가 및 타당성 분석에도 응용할 수 있을 것으로 기대된다.

• 한국국방경영분석학회지
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• 제4권1호
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• pp.113-123
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• 1978

Consider a series system of two units, named 1 and 2, respectively. Two units are observed at the beginning of discrete time periods t=0,1,2, $cdots$ and classified as being in one of a countable number of states. Let (i, r) be a state of the system at time t, when the state of unit 1 is i and state of unit 2 is r at time t, Under some conditions, the opportunistic replacement policy that minimizes the expected total discounted cost or the average cost of maintenance is shown to be characterized by the control limits $i^{*}(r)$ (a function of r) and $r^{*}(i)$ (a function of i) : (a) in observed state (i, r), the optimal policy for unit 1 is to replace if $i{\ge}i^{*}(r)$ and no action otherwise; (b) in observed state (i, r), the optimal policy for unit 2 is to replace if $r{\ge}r^{*}(i)$ and no action otherwise. In addition, this paper also develops optimal policy in the finite time horizon case, where time horizon is fixed or a finite integer valued r.v. with known pmf.

• Journal of Korean Dental Science
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• 제17권1호
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• pp.1-13
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• 2024

With the advances of digital scanning technology in dentistry, the interests in facial scanning in orthodontics have increased. There are many different manufacturers of facial scanners marketing to the dental practice. How do you know which one will work best for you? What questions should you be asking? We suggest a clinical guideline which may help you make an informed decision when choosing facial scanners. The characteristics of 7 facial scanners were discussed in this article. Here are some considerations for choosing a facial scanner. *Accuracy: For facial scanners to be of real value, having an appropriate camera resolution is necessary to achieve more accurate facial image representation. For orthodontic application, the scanner must create an accurate representation of an entire face. *Ease of Use: Scanner-related issues that impact their ease of use include type of light; scan type; scan time; file type generated by the scanner; unit size and foot print; and acceptance of scans by third-party providers. *Cost: Most of the expenses associated with facial scanning involve the fixed cost of purchase and maintenance. Other expenses include technical support, warranty costs, transmission fees, and supply costs. This article suggests a clinical guideline to make the right choice for facial scanner in orthodontics.

• 한국공작기계학회논문집
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• 제12권2호
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• pp.59-64
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• 2003

Continuously Variable Transmission (CVT) consists of a driving pulley and a driven pulley joined by rubber V-belt. Each pulley consists of a fixed flange and a movable flange. The main advantages of the U with V-belt, which has been Popular in Asia, are a simple mechanism less maintenance and low cost. One of the important factors which have an influence on the performance of the CVT is change of axial distance. Base on an experiment the effects of transfer torque and speed ratio of both driving pulley and driven pulley during the alteration of axial distance were studied.

• Industrial Engineering and Management Systems
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• 제12권1호
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• pp.41-45
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• 2013

Age replacement policy is a commonly policy in maintenance management of spare part. It means that a spare part is always replaced at failure or fixed time after its installation, whichever occurs first. An optimal age replacement policy of spare parts concerns with finding the optimal replacement time determined by minimizing the expected cost per unit time. The age of the part was generally assumed to be a random variable in the past literatures, but in many situations, there are few or even no observed data to estimate the probability distribution of part's lifetime. In order to solve this phenomenon, a new uncertain age replacement policy has been proposed recently, in which the age of the part was assumed to be an uncertain variable. This paper discusses the optimal age replacement policies by dealing with the parts' lifetimes as different distributed uncertain variables. Several results on the optimal age replacement time are provided when the lifetimes are described by the uncertain linear, zigzag and lognormal distributions.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.39-52
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• 2007

A new type bridge combining an integral bridge and a pair of geosynthetic-reinforced soil (GRS) retaining walls having full-height rigid (FHR) facings, called the GRS integral bridge, is proposed. The geosynthetic reinforcement layers are connected to the FHR facings (i.e., RC parapets) that are integrated with a girder without using any girder-support. GRS integral bridges are basically much more cost-effective in construction and long-term maintenance while having a much higher seismic stability than conventional-type bridges having a girder via movable and fixed supports on a pair of cantilever abutments. GRS integral bridges are better than bridges using GRS retaining walls as abutments and also than conventional integral bridges with unreinforced backfill. To validate the above, a series of static cyclic lateral loading tests of the facing and a series of shaking table tests were performed on smallscaled models of different bridge types.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.1943-1950
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• 2010

Superimposition of horizontal and vertical curves may hamper the ride comfort and the running stability of train and largely affect the maintenance cost. However, in many cases, it's not easy to make a track plan because of the fixed points (bridge, tunnel, turnout, catenary system, etc.) to be avoided due to the geographic conditions or to be passed for utilization of existing structures. In this study, when the horizontal and vertical curves are superimposed, in order to optimize the horizontal curve in aspect of the ride comfort, the object function $P_{CT}$ was developed and verified by vehicle dynamic analysis. Also, the solution algorithm for simplified evaluation method was presented.

• 대한교통학회지
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• 제25권6호
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• pp.141-157
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• 2007

본 연구는 한국과 일본의 철도업체를 노동, 동력, 차량 및 유지보수의 세 가지 생산요소를 투입하여 신칸센 인키로, 일반여객 인키로, 화물톤키로의 세 가지 산출물을 생산하는 기업형태로 상정하여 확률적 변경 접근법을 이용한 일반초월대수 함수형태의 가변비용함수모형을 설정하였다. 이 모형의 독립변수로는 준고정요소인 기반시설의 총 가치와 네트워크효과를 나타내는 궤도연장, 타 업체와의 비용구조 차이를 반영하는 더미변수, 그리고 생산성을 분석하기 위한 시간추세변수가 함께 포함된다. 가변비용함수모형은 철도청에 대한 27개 연도별 자료($1977{\sim}2003$), 일본국철(JNR, Japan National Railways)에 대한 8개 연도별 자료($1977{\sim}1984$), 그리고 7개 일본철도주식회사(JR's, Japan Railways)에 대한 17개 연도별 자료($1987{\sim}2003$)를 결합한 총 154개의 불균형통합자료를 이용해 반복결합일반화최소자승법으로 추정하였다. 확률적 변경 접근법을 이용한 비용 효율성 추정 결과 한국과 일본의 철도업체는 표본평균에서 비용 비효율성이 2.57%로 나타났으며, 비용 효율성은 평균적으로 JR서일본이 가장 높고 JNR과 JR구주가 가장 낮은 것으로 분석되었다. KNR의 경우 $1977{\sim}2003$년까지 평균적인 비용 비효율성은 1.80%이고, 특히 $1996{\sim}2000$년에 비용 비효율성이 4.16%로 가장 컸던 것으로 나타났다. 반면 일본의 경우 민영화 이후 비용 비효율성이 전반적으로 상당히 개선된 것으로 나타났다. 한편 비용 효율성 변화, 기술변화, 규모 효율성 변화 및 배분적 효율성 변화에 기인하는 생산성 변화율을 추정한 결과 전반적으로 정부부처형 공기업인 KNR과 공사체제인 JNR의 생산성은 감소한 반면, 민영업체인 JR's의 생산성은 JR동해를 제외하고 증가한 것으로 나타났다.