• International Journal of Railway
• /
• 제9권1호
• /
• pp.10-14
• /
• 2016

Life cycle cost analysis is compulsively required for the system operation. System operation costs are consisted of acquisition, operation, maintenance and so on. In the beginning of the system planning, we need to take into account of various costs following the system operating. To implement LCC, we need to analyze system life cycle to identify all costs during system life. The costs can be divided into three parts. The first part is purchasing cost, the second for operating cost and the last for disposal cost. The second operating cost can be decomposed of operating cost included labor, energy consumption cost for system running, maintenance costs to keep systems healthy, delay cost caused from maintenance and hazard cost, and so on. In this paper, we carried out for railway locomotives which operate over more 30years and which cost about 10 million USD. We decompose the life cycle of the locomotives and break down the locomotives into subsystems to require maintenance or not, and subsystems to need energy or not. We showed how to decide optimal locomotives through cost identification and system breakdown.

• 한국건설관리학회논문집
• /
• 제16권1호
• /
• pp.119-128
• /
• 2015

국내 종합사업관리 용역비 산정을 위하여 대부분의 경우, 유사 사업관리 산정사례를 참고하여 추정하거나 과업참여자의 경험을 바탕으로 비용을 산정하였음을 알 수 있다. 이는 사업관리비 산정에 대한 정확성이 떨어져 사업을 주관하는 발주기관에서는 사업계획 및 예산 반영이 어려우며, 추정치에 의한 용역비 산정으로 향후 설계변경 등의 사업관리용역비 증가의 원인이 되기도 한다. 따라서 발주자와 용역 참여자가 보다 정확한 용역비를 산정하여 변경사항 등으로 인한 비용증가와 분쟁을 최소화하기 위해서는 용역비 산정기준을 객관적이고 과학적인 방법으로 적용할 필요가 있다. 종합건설사업 관리의 용역비 산정을 위해 기존의 경우에는 사례와 경험을 기초로 한 Top-Down 방식으로 접근하였다면, 본 연구에서는 사업관리 업무를 세부단계 및 활동(Activity)으로 분류하고 단계별로 WBS를 부여하여 각각 부여된 코드에 일정과 비용을 산정하는 Bottom-Up 방식의 사업관리 용역비를 산정하는 것으로, 용역비 산정을 위한 프로젝트 기준모델을 개발하고 프로젝트별 보정계수를 적용하여 용역비용을 산정하는 방식으로 이를 ICEP이라고 명명하였다. 또한 산정된 해당 과업의 비용과 추후 실적자료를 분석하여 보완함으로써 프로젝트별 특성을 반영한 종합사업관리 용역비 산정으로 효율적인 건설사업 관리가 가능해진다.

• 산업경영시스템학회지
• /
• 제41권1호
• /
• pp.110-117
• /
• 2018

Machines and facilities are physically or chemically degenerated by continuous usage. One of the results of this degeneration is the process mean shift. By the result of degeneration, non-conforming products and malfunction of machine occur. Therefore a periodic preventive resetting the process is necessary. This type of preventive action is called 'preventive maintenance policy.' Preventive maintenance presupposes that the preventive (resetting the process) cost is smaller than the cost of failure caused by the malfunction of machine. The process mean shift problem is a field of preventive maintenance. This field deals the interrelationship between the quality cost and the process resetting cost before machine breaks down. Quality cost is the sum of the non-conforming item cost and quality loss cost. Quality loss cost is due to the deviation between the quality characteristics from the target value. Under the process mean shift, the quality cost is increasing continuously whereas the process resetting cost is constant value. The objective function is total costs per unit wear, the decision variables are the wear limit (resetting period) and the initial process mean. Comparing the previous studies, we set the process variance as an increasing concave function and set the quality loss function as Cpm+ simultaneously. In the Cpm+, loss function has different cost coefficients according to the direction of the quality characteristics from target value. A numerical example is presented.

• 한국지반환경공학회 논문집
• /
• 제18권2호
• /
• pp.5-19
• /
• 2017

국내 건축물 시공을 위한 지하 굴착은 안정성, 경제성 및 굴착 주변 여건 등을 고려하여 재래식 버팀대 공법(Strut, Ground Anchor)에서 점차 Top-Down 공법을 개량한 내부 영구 지지체 공법으로 변화하고 있다. 본 연구에서는 국내에서 범용적으로 사용되고 Top-Down 공법, New Top-Down 공법, S.P.S 공법, S.T.D 공법 및 B.R.D 공법 등 내부 영구 지지체 공법 현장을 선정하여 재래식 버팀대 공법과 공사비 및 공기를 비교 분석하였다. 또한 공사 중 흙막이 벽체의 계측 자료를 분석하여 흙막이 벽체의 안정성을 확인하였다. 그 결과 깊은 굴착 및 기반암층이 지표면으로부터 가까운 경우 영구 지지체 공법이 재래식 버팀대 공법보다 경제성과 시공성이 우수함을 알 수 있었다

• Journal of Computing Science and Engineering
• /
• 제4권2호
• /
• pp.173-187
• /
• 2010

Recent technological advances in mobile communication systems have made explosive growth in the number of mobile device users worldwide. One of the most important issues in designing a mobile computing system is location management of users. The hierarchical systems had been proposed to solve the scalability problem in location management. The scalability problem occurs when there are too many users for a mobile system to handle, as the system is likely to react slow or even get down due to late updates of the location databases. In this paper, we propose a top-down clustering algorithm for hierarchical location database systems in a wireless network. A hierarchical location database system employs a tree structure. The proposed algorithm uses a top-down approach and utilizes the number of visits to each cell made by the users along with the movement information between a pair of adjacent cells. We then present a modified algorithm by incorporating the exhaustive method when there remain a few levels of the tree to be processed. We also propose a capacity constraint top-down clustering algorithm for more realistic environments where a database has a capacity limit. By the capacity of a database we mean the maximum number of mobile device users in the cells that can be handled by the database. This algorithm reduces a number of databases used for the system and improves the update performance. The experimental results show that the proposed, top-down, modified top-down, and capacity constraint top-down clustering algorithms reduce the update cost by 17.0%, 18.0%, 24.1%, the update time by about 43.0%, 39.0%, 42.3%, respectively. The capacity constraint algorithm reduces the average number of databases used for the system by 23.9% over other algorithms.

• 한국정보과학회논문지:소프트웨어및응용
• /
• 제27권2호
• /
• pp.134-147
• /
• 2000

국.내외적으로 소프트웨어 산업이 활성화되었음에도 불구하고, 정보보호 소프트웨어 시스템의 보안성 평가를 포함한 각종 소프트웨어의 품질 평가 업무량 및 평가 비용 산정에 대한 연구는 부족하다. 본 연구에서는 업무분해구조(EWBS) 방법과 기존의 소프트웨어 개발비 산정 방법을 응용하여, 정보보호 시스템의 평가기준(Common Criteria 또는 ISO/IEC 15408)에 따라 정보보호 시스템을 평가 할 때의 평가 업무량과 평가 비용을 산정하는 프로세스와 도구를 제시한다. 본 연구는 정보보호 시스템의 평가 업무량과 평가 비용의 산정에 중심을 두고 있지만, 본 연구의 결과는 기존의 소프트웨어 개발 프로세스 및 제품의 품질 평가시의 평가 업무량 및 평가 비용의 산정에도 응용될 수 있다.

• 한국경영과학회지
• /
• 제22권4호
• /
• pp.93-113
• /
• 1997

In studying an EOQ-like inventory model for a manufacturing process, a number of findings were made. The system can "go out of control" resulting in a relatively minor problem state or "break-down". When the production system is in the minor problem statei produces a number of defective items. It is assumed that each defective piece requires rework cost and related operations. Once the machine breakdown takes place, the production system produces severely defective items that are completely unusable. Each completely unusuable item is immediately discarded and incurs handling cost, scrapped raw material cost and related operations. Two investment options in improving the production process are introduced : (1) reducing the probability of machine breakdown, breakdowns, and (2) simultaneously reducing the probability of machine breakdowns and setup costs. By assuming specific forms of investment cost function, the optimal investment policies are obtained explicitly. Finally, to better understand the model in this paper, the sensitivity of these solutions to changes in parameter values and numerical examples are provided.amples are provided.

• 대한산업공학회지
• /
• 제21권4호
• /
• pp.555-570
• /
• 1995

We consider a preventive replacement policy for a cold-standby system with N components, in which only one component is in operation at a time. If the component in operation fails, a standby component is immediately switched into operation. If all components fail, the system fails. The system is inspected at random poins in time to determine whether it is to be replaced or not. If the number of failed components at the time of inspection exceeds a threshold value r, the system is replaced. Otherwise the decision is put off until the next inspection point arrives. Under the cost structure which includes a replacement cost, a system down-time cost and a holding cost of the components, we develop an efficient procedure to find the optimal control values N and r, which minimize the expected cost per unit time.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2002년도 학술.기술논문발표회
• /
• pp.99-102
• /
• 2002

This paper discusses the estimation of construction cost of high fluidity concrete using segregation reducing type superplasicizer with 350kgf/cm2 of design strength and 60$\pm$5cm of slump flow in order to verify the cost down effect of high fluidity concrete compared with that of plain concrete with 350kgf/cm2 of design strength and 18cm of slump and with 210kgf/cm2 of design strength and 15cm of slump. According to research, under same strength levels, although material cost of high fluidity concrete is somewhat higher than that of plain concrete due to segregation reducing type superplasticizer, labor cost and equipment cost of high fluidity concrete is cheaper than that of plain concrete. However, based on the strength differences, high fluidity concrete shows lower material cost, labor cost and equipment cost than that of plain concrete due to decreasing in size of member and re-bar caused by high strength development of concrete.

• 한국농공학회논문집
• /
• 제48권6호
• /
• pp.113-124
• /
• 2006

The feasibility of the up- and down-flow constructed wetland was examined fur rural wastewater treatment in Korea. Many constructed wetland process was suffered from substrate clogging and high plant stresses because of long term operation. The up- and down-flow constructed wetland process used porous granule materials (charcoal pumice : SSR=10:20:70) for promoting intake rate of nutrient to plant, and especially flow type was designed continuously repeating from up-flow to down-flow. $BOD_5$ and SS was removed effectively by the process with the average removal rate being about 75% respectively. The wetland process was effective in treating nutrient as well as organic pollutant. Removal of TN and TP were more effective than other wetland system and mean effluent concentrations were approximately 7.5 and $0.4mg\;L^{-1}$ which satisfied the water quality standard for WWTPs. The treatment system did not experience any clogging or accumulations of pollutants and reduction of treatment efficiency during winter period because constructed polycarbonate glass structure prevented temperature drop. Considering stable performance and effective removal of pollutant in wastewater, low maintenance, and cost-effectiveness, the up- and down-flow constructed wetland was thought to be an effective and feasible alternative in rural area.