• Title/Summary/Keyword: System Life Cycle Model

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Life cycle determination of water distribution system using life cycle energy analysis (생애주기 에너지 분석을 이용한 상수관망의 생애주기 결정)

  • Lee, Seung-Yub;Yoo, Do-Guen;Kim, Joong-Hoon
    • Journal of Korean Society of Water and Wastewater
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    • v.29 no.1
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    • pp.11-21
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    • 2015
  • When designing Water Distribution System (WDS), determination of life cycle for WDS needs to be preceded. And designer should conduct comprehensive design including maintenance and management strategies based on the determined life cycle. However, there are only a few studies carried out until now, and criteria to determine life cycle of WDS are insufficient. Therefore, methodology to determine life cycle of WDS is introduced in this study by using Life Cycle Energy Analysis (LCEA). LCEA adapts energy as an environmental impact criterion and calculates all required energy through the whole life cycle. The model is build up based on the LCEA methodology and model itself can simulate the aging and breakage of pipes through the target life cycle. In addition the hydraulic analysis program EPANET2.0 is linked to developed model to analyze hydraulic factors. Developed model is applied to two WDSs which are A WDS and B WDS. Model runs for 1yr to maximum 100yr target life cycle for both WDSs to check the energy tendency as well as to determine optimal life cycle. Results show that 40yr and 54yr as optimal life cycle for each WDS, and tendency shows the effective energy is keep changing according to the target life cycle. Introduced methodology is expected to use as an alternative option for determining life cycle of WDS.

A study on the Life Cycle Model to effectively conduct the National Railway R&D Project (국가철도연구개발프로젝트의 효과적인 수행을 위한 생명주기모델 개발에 관한 연구)

  • Choi, Yo Chul;Lee, Jae Chon
    • Journal of the Korean Society of Systems Engineering
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    • v.4 no.1
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    • pp.11-18
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    • 2008
  • As a government agency or the Government-donated Research Institute or industrial research institute is intended to develop a product or to construct a system such as a railway safety systems by research and development process, a life cycle model leading a product development or a research and development is essential to them to systematically and effectively progress it. In this paper, the refined life cycle model to effectively conduct the national railway safety project consists of the life cycle phases and their detail descriptions with reference to other life cycle model in the international standard and the other national guidance and other industrial domain such as ship-building, weapon system, and aerospace areas, the proposed life cycle model in the paper considerably reflects the characteristics of the traditional research and development project in railway safety domain. A guidance of a life cycle model which based on lots of the life cycle model in other domains proposes additionally.

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The Development of Knowledge Management System Based on a Knowledge Life Cycle (지식 Life Cycle을 기반으로 한 지식관리 시스템 개발)

  • Han, Kwan-Hee;Song, Hee-Kyoung
    • IE interfaces
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    • v.13 no.1
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    • pp.54-59
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    • 2000
  • Presented in this paper is a development of knowledge management system based on knowledge life cycle. Knowledge processes in an organization have a life cycle from creation to disposal. So, KMSs have to support the entire life cycle of knowledge. This paper proposes desired knowledge life cycle model, and extracted functional requirements for KMS. For the fulfillment of this requirements, we developed KMS called XM-Brenic/MSX. This system has 6 components for supporting the knowledge life cycle.

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Low Cycle Fatigue Life Assessment of Alloy 617 Weldments at 900℃ by Coffin-Manson and Strain Energy Density-Based Models

  • Rando, Tungga Dewa;Kim, Seon-Jin
    • Journal of Power System Engineering
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    • v.21 no.1
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    • pp.43-49
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    • 2017
  • This work aims to investigate on the low cycle fatigue life assessment, which is adopted on the strain-life relationship, or better known as the Coffin-Manson relationship, and also the strain energy density-based model. The low cycle fatigue test results of Alloy 617 weldments under $900^{\circ}C$ have been statistically estimated through the Coffin-Manson relationship according to the provided strain profile. In addition, the strain energy density-based model is proposed to represent the energy dissipated per cycle as fatigue damage parameter. Based on the results, Alloy 617 weldments followed the Coffin-Manson relationship and strain energy density-based model well, and they were compatible with the experimental data. The predicted lives based on these two proposed models were examined with the experimental data to select a proper life prediction parameter.

A Basic Study on the Development of Life Cycle Cost Estimation Model of Magnetic Levitation Train (자기부상열차 수명주기비용모델 개발을 위한 기초연구)

  • Jun, Hyun-Kyu;Kim, Jae-Hoon;Kim, Jong-Woon;Park, Jun-Seo
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.735-742
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    • 2007
  • To get competitiveness in international markets, it is essential to provide low acquisition, maintenance and operation cost with high reliability, availability and maintainability. It can be achieved by lowering development cost, making proper maintenance planning and scheduling strategies, allocating man power and logistic cost properly. In this paper, we introduces the research on making a model for estimating the life cycle cost of newly developing magnetic levitation train system in Korea. To develop a proper life cycle cost model, we broadly analyzed specs and standards and compared the life cycle cost model developed in other country. Finally, we suggests strategies to develop an unique model for the magnetic levitation train system developing in Korea.

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Life cycle assessment (LCA) of roof-waterproofing systems for reinforced concrete building

  • Ji, Sukwon;Kyung, Daeseung;Lee, Woojin
    • Advances in environmental research
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    • v.3 no.4
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    • pp.367-377
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    • 2014
  • In this study, we investigated a life cycle assessment (LCA) of six roof-waterproofing systems [asphalt (C1), synthetic polymer-based sheet (C2), improved asphalt (C3), liquid applied membrane (C4), Metal sheet with asphalt sheet (N1), and liquid applied membrane with asphalt sheet (N2)]for reinforced concrete building using an architectural model. To acquire accurate and realistic LCA results, minimum units of material compositions for life cycle inventory and real data for compositions of waterproofing materials were used. Considering only materials and energy demands for waterproofing systems per square meter, higher greenhouse gas (GHG) emissions could be generated in the order of C1 > N2 > C4 > N1 > C2 > C3 during construction phase. However, the order was changed to C1 > C4 > C3 > N2 > N1 > C2, when the actual architecture model was applied to the roof based on each specifications. When an entire life cycle including construction, maintenance, and deconstruction were considered, the amount of GHG emission was in the order of C4 > C1 > C3 > N2 > C2 > N1. Consequently, N1 was the most environmental-friendly waterproofing system producing the lowest GHG emission. GHG emissions from maintenance phase accounted for 71.4%~78.3% among whole life cycle.

Effective Implementation of Quality Management System through Life Cycle Model and Measurements of TL 9000 (TL 9000의 성과지표와 수명주기모형을 통한 효과적인 품질경영시스템의 적용방안)

  • 서창적;김정래
    • Journal of Korean Society for Quality Management
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    • v.29 no.4
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    • pp.1-17
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    • 2001
  • The characteristics of Telecommunication Industry encompass not only hardware and software but also the service aspect of them. One way to improve the industry up to the international level in terms of hardware and software as well as service aspect is to comply with tile TL 9000 standard, which was established by QUEST Forum, the group consisted of U.S. communication industry, based on the ISO 9000 Quality Management System. In this study, design, establishment, implementation, maintenance and improvement of quality system for domestic telecommunication industry are thoroughly investigated based on TL 9000 standard, with its LCM(Life Cycle Model) model and measurements. Also, Process Approach is suggested to help the industry realize the system to meet its specific needs. In addition, specific examples with the successful certification to TL 9000 standard are presented.

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Life Cycle Cost Analysis of Steel Bridges on Its Paint System during Safe Life Under (강교의 도장방식에 따른 안전수명간 생애주기비용분석)

  • Han, Sang-Chul;Kim, Eun-Kyum;Cho, Sun-Kyu
    • Journal of the Korean Society of Safety
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    • v.17 no.2
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    • pp.63-68
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    • 2002
  • Life Cycle Cost analysis technique is introduced to evaluate cost-effectiveness of two paint systems of steel bridges. The systems are a conventional paint system and a galvanized paint system. The all costs during safe lift such as initial cost repainting costs, disposal costs are considered for the lift cycle cost analysis. The NIST model is used and BridgeLCC 1.0 developed by the NST is utilized as the lift cycle cost analysis tool. It is concluded that, in spite of expensive initial cost, the durable paint system may be cost-effective compared with conventional paint system.

A Study on the Determination of Economic Life of Weapon System by using the PRICE Model (PRICE 모텔을 이용한 무기체계 경제수명 결정에 관한 연구)

  • Kim Seung-Soo;Kang Sung-Jin
    • Journal of the military operations research society of Korea
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    • v.30 no.2
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    • pp.13-31
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    • 2004
  • This paper aims at efficient determining the economic life of weapon systems. Specifically, the procedure to estimate the life cycle cost at initial acquisition state or at development state using the PRICE model is proposed. The PRICE model is a parametric cost estimation which is widely used in the field of national defense. The model includes the estimation of the cost in life cycle of weapon systems such as research and development, acquisition, operation and support. Using this model, economic life of weapon systems can be determined. Based on an equivalent annual cost (EAC) method which sums the capital recovery with return (CR) and the equivalence cost (EC), the economic life will be calculated. A case study is accomplished to illustrate the proposed procedure.

Development of System and Cost Function Model for Life Cycle Cost Analysis of Bridge (교량의 생애주기비용 분석을 위한 비용함수 모델 및 시스템 개발)

  • Park Mi-Yun;Sun Jong-Wan;Eom In-Soo;Cho Hyo-Nam
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2005.04a
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    • pp.704-711
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    • 2005
  • Recently Life Cycle Cost Analysis for civil infrastructures such as pavements, bridges, and dams has been emphasized However, so far, there are few systems available for life cycle cost analysis of bridges at design stage. Therefore, the objective of this paper is to develop a user-friendly life-cycle cost analysis system for LCC-effective optimal design decision making at design stage. The program is based on the proposed LCC model, formulation, analysis modules and systematic procedure that suit Korean construction conditions. It is expected that the developed system can be effectively utilized for more LCC-effective design of bridges. It is applied to an actual bridge design project in order to demonstrate its effectiveness and applicability.

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