• 제목/요약/키워드: COST model

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새로운 연령교체 방식의 개발 (On the New Age Replacement Policy)

  • 서순근
    • 한국신뢰성학회지:신뢰성응용연구
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    • 제16권4호
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    • pp.280-286
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    • 2016
  • Purpose: Recently, Jiang defines the tradeoff B life to minimize a sum of life lost by preventive maintenance (PM) and corrective maintenance (CM) contribution parts and sets up an optimal replacement age of age replacement policy as this tradeoff life. In this paper, Jiang's model only considering the known lifetime distribution is extended by assigning different weights to two parts of PM and CM in order to reflect the practical maintenance situations in application. Methods: The new age replacement model is formulated and the meaning of a weight factor is expressed with the implied cost of failure under asymptotic expected cost model and also discussed with one-cycle expected cost criterion. Results: The proposed model is applied to Weibull and lognormal lifetime distributions and optimum PM replacement ages are derived with corresponding implied cost of failure. Conclusion: The new age replacement policy to escape the estimation of cost of failure in classical asymptotic expected cost criterion based on the renewal process is provided.

첨단생산시스템을 위한 기술원가모델의 개발 (Development of a Technology Cost Model for Advanced Manufacturing Systems)

  • 박주철
    • 산업공학
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    • 제8권1호
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    • pp.31-43
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    • 1995
  • This study is intended to develop a technology cost model (TCM) which treats technology costs appropriately under present advanced manufacturing technology environment. TCM is composed of two elements : cost classification system and cost allocation model. It is proposed to include technology-related department expenses as well as technology investment in the categories of technology costs. For the cost allocation, technology activities are divided into four homogeneous groups. Costs are accumulated into one of the four cost pools and allocated to the cost object using the pool's unique allocation base. It is also proposed to use the capital recovery costs including interest expense rather than the depreciation costs for an invested capital. A case study is performed to verify the applicability of the developed model.

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장수명화와 시공성을 고려한 새로운 공동주택 모델의 초기 비용절감 가능성 연구 - 구조체와 외장전환 사례분석을 중심으로 - (A Study on the Possibility of Initial Cost Saving in the New Housing Model Considering Long-life and Constructability - Focused on the Case Analysis with Converting Skeleton and Cladding to New Systems -)

  • 김수암;신성은;정준수;손영진
    • 한국주거학회논문집
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    • 제23권6호
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    • pp.49-59
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    • 2012
  • This study suggested a new model in consideration of long life and constructability of apartment house suggested in the former part. New model suggested the possibility of cost saving based on the idea that people trend to reject because of the recognition that the new model would cost a lot of expense which work as the barrier for the expansion and distribution at the local market so as to prepare the ground for its activation. The Study was aimed at verifying the possibility of cost saving through comparing it with the existing standard apartment house system centered on the skeleton and cladding system among the new structural design models suggested in the former part. Assuming that these existing standard both models should be changed structural design into new model system, the quantity volume, cost and construction period along with the alteration of finished materials between two models were compared altogether. Simultaneously BIM library was built for easy taking-off bill of quantity and consideration of working methodology for construction working cycle, which was translated into construction cost so as to derive the cost of the two subject systems to be counted. Through the analysis, it was concluded that new model would secure variability in the future and constructability along with shortening the construction period (29%) and achieve cost saving (13%) of construction against the those of existing model.

교환/전송 기술진화에 따른 전화교환망 구조변화-시뮬레이션 모형에 의한 사례 분석- (Estimating Telephone Network Structure and Investment Cost Changes)

  • 송석재;장석권;전용수
    • 한국경영과학회:학술대회논문집
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    • 한국경영과학회 1997년도 추계학술대회발표논문집; 홍익대학교, 서울; 1 Nov. 1997
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    • pp.138-141
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    • 1997
  • In this study, a simulation model is developed to analyze the effects of routing and scale-economy of transmission facilities on the traffic network topology and investment cost changes in a metropolitan telephone network. Computational experiments showed that the wide deployment of bifurcated routing in a dual-homing configuration reduces significantly the traffic network connectivity and the investment cost. Its enhanced version, when combined with the subscriber network cost model, can be used as a prototype cost proxy model for figuring out the access charges in a multi-operator environment.

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대중교통 통행배정모형의 통행비용함수 분석 (A Study on Travel Cost Function of Transit Assignment Model)

  • 김경태;이석;권용석
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1902-1907
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    • 2007
  • This paper suggests improvements in travel cost function of transit assignment model by analysing existing model. Two types of travel cost function are widely used for congested public networks. The one is used for strictly restricting public transport capacity. Another is non-decreasing function such as BPR function. In this paper, we analyse two types of travel cost function in case of intercity rail. The characteristics of intercity rail are different from those of public transit in urban area. Therefore travel cost function must be differently applied in each case.

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동적로트크기결정모형과 EOQ모형에 있어서 가동준비비용의 감소효과 (The Effects of Set-up Cost Reduction in the Dynamic Lot Size Model and the EOQ model)

  • 이상범
    • 한국경영과학회지
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    • 제17권3호
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    • pp.13-26
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    • 1992
  • Set-up reduction is an important aspect of the Japanese Just-In-Time (JIT) and Zero Inventory (ZI) concepts. In this paper, we first analyze the effects of set-up cost reduction on tatal inventory, average lot size and forecast horizon in the dynamic lot size model. We also examine the various effects of set-up cost reduction in the EOQ model and explain why many Japanese firms try to cut set-up cost and/or set-up time greatly.

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초기 기획단계의 신한옥 공사비 예측 모델 - 모듈(칸) 기반의 목공사 개략 물량 산출 중심으로 - (Preliminary Construction Cost Prediction Model Based on Module for Modernized Hanok)

  • 강승희;정영수
    • 한국건설관리학회논문집
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    • 제21권3호
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    • pp.48-56
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    • 2020
  • 기획단계에서의 공사비 예측은 타당성 분석, 예산 책정, 계획수립 등을 위한 기초정보를 제공한다는 점에서 성공적인 프로젝트 수행을 위한 중요한 요소이다. 본 연구에서는 초기 기획단계의 신한옥 공사비 예측 정확도 향상을 목적으로 전체 공사비 중 가장 많은 비중을 차지하는 목공사는 다양한 조건(구조형식, 지붕형태, 평면형태 등)에 의해 개략 물량을 자동 산출하여 공사비를 예측하고, 이외의 공종은 단위단가식을 적용해 공사비를 예측하는 모델을 제시하였다. 2개의 사례를 대상으로 개략 견적 모델로써의 활용성 및 타당성을 검증하였으며, 총공사비의 오차율은 각각 -4%(사례 1), -6%(사례2)로 나타났다. 이러한 결과값은 초기 기획단계에서 실무활용 가능한 범위에서의 오차를 보였다.

컴포넌트 소프트웨어의 유지보수를 위한 비용 측정지표 및 비용 추정 모델 (Cost Measurement Indicators and Maintenance Cost Estimation Model for Maintenance of Component-based Software)

  • 조주연;류성열
    • 정보처리학회논문지D
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    • 제16D권3호
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    • pp.353-360
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    • 2009
  • 대부분의 정보시스템은 컴포넌트 기반으로 아웃소싱에 의해 개발되고 있으며, 개발된 소프트웨어들은 통합되어 유지보수 되고 있다. 그러나 유지보수의 생산성과 효율성 제고를 위한 기반 연구인 비용 측정지표 및 비용 추정 모델에 관한 연구가 부족하다. 본 연구는 컴포넌트 기반의 소프트웨어에 대한 유지보수의 비용에 대한 측정지표를 제안하고, 제안한 측정지표의 의한 컴포넌트 소프트웨어의 유지보수 비용 추정 모델을 연구한다. 컴포넌트 기반의 유지보수 비용 측정지표를 추정하기 위하여 기존에 제시된 지표들을 비교 정리하고, 정리된 측정지표가 컴포넌트 소프트웨어 유지보수 유형에 따라 어떻게 적용되는지를 분류하고 유형별 비용 측정지표를 제안한다. 또, 제안한 측정지표를 이용한 컴포넌트 소프트웨어 유지보수 유형에 따른 비용 추정 모델을 제안한다. 제안한 추정 모델의 사례연구를 실시하여 유효성을 검증한다.

작업환경측정 적정 비용지원율 수준으로의 조정 방안 (Adjustment of the Appropriate Cost Support Rate for Measuring the Working Environment)

  • 박지연
    • 한국산업보건학회지
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    • 제31권4호
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    • pp.353-366
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    • 2021
  • Objectives: An appropriate level of cost support is being proposed to maximize the participation rate. In addition, as the amount of support is highly concentrated at the level of the limit under the current level of supports, the level of cost support is low when the actual level of cost of measuring the working environment exceeds the limit. This paper describes the adjustment of an appropriate cost support rate. Methods: First, this paper analyzes the current cost support status using data from the KOSHA. Second, an alternative for adjusting the cost support rate is presented in consideration of the incentive aspect. Third, we present simulation results for the average cost support rate, the impact of each alternative on finance, and more. Fourth, the most desirable adjustment method is presented after comparing and analyzing the results of various alternatives. Results: In this paper, we present a new scale model. This model is a mixture of flat-rate, fixed rate, and subside cap. It is expected that the new model will not only facilitate participation in businesses with low measurement costs, but also have the effect of controlling measurement costs for institutions that incur greater costs. It is also expected that setting a cap will have the effect of considering government finances and inducing excessively costly institutions to reduce costs. Thus, the new model is likely to be superior to others. If the fourth plan is applied to new businesses and the fifth plan is applied to sustainable businesses, the average cost support rates will be 87.68 percent and 65.18 percent, respectively, and the needed finances will be 2.5 billion won, 18.8 billion won, and 21.3 billion won in total. Conclusions: It seems most desirable to introduce a new model that combines flat-rate, fixed-rate, and subsidy cap systems and achieve an appropriate cost support rate through this model.

Economic performance of cable supported bridges

  • Sun, Bin;Zhang, Liwen;Qin, Yidong;Xiao, Rucheng
    • Structural Engineering and Mechanics
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    • 제59권4호
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    • pp.621-652
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    • 2016
  • A new cable-supported bridge model consisting of suspension parts, self-anchored cable-stayed parts and earth-anchored cable-stayed parts is presented. The new bridge model can be used for suspension bridges, cable-stayed bridges, cable-stayed suspension bridges, and partially earth-anchored cable-stayed bridges by varying parameters. Based on the assumption that each structural member is in either an axial compressive or tensile state, and the stress in each member is equal to the allowable stress of the material, the material quantity for each component is calculated. By introducing the unit cost of each type of material, the estimation formula for the cost of the new bridge model is developed. Numerical examples show that the results from the estimation formula agree well with that from the real projects. The span limit of cable supported bridge depends on the span-to-height ratio and the density-to-strength ratio of cables. Finally, a parametric study is illustrated aiming at the relations between three key geometrical parameters and the cost of the bridge model. The optimization of the new bridge model indicates that the self-anchored cable-stayed part is always the dominant part with the consideration of either the lowest total cost or the lowest unit cost. It is advisable to combine all three mentioned structural parts in super long span cable supported bridges to achieve the most excellent economic performance.