• Title/Summary/Keyword: maintenance models

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A Common Data Model for Bridge Management and Maintenance Activities (교량 유지관리 업무를 위한 공통 자료모델)

  • Lee, Ji- Hoon;Kim, Bong-Geun;Lee, young Jung;Lee, Sang-Ho
    • Journal of Korean Society of societal Security
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    • v.1 no.4
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    • pp.41-49
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    • 2008
  • As bridges have been longer and bigger recently, lots of bridge management systems (BMS) have been developed for each bridge. However, the differences among the data models developed by different system developers give a serious problem in integrated information management for national security. The aim of this study is to develop a common data model which can be referred in development of the BMS. The existing BMS and work process by laws are carefully analyzed. Based on the analysis results, the bridge management and maintenance process is categorized into the four basic activity types. In addition, common data models for each the unit activity type are defined.

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Development of BIM for a Maintenance System of Subway Infrastructures (지하철 구조물 유지관리 시스템을 위한 BIM 개발)

  • Shim, Chang-Su;Kim, Seong-Wook;Song, Hyun-Hye;Yun, Nu-Ri
    • Journal of KIBIM
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    • v.1 no.1
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    • pp.6-12
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    • 2011
  • BIM(Building Information Modeling) technologies are the most effective for the maintenance of infrastructures because they provide information sharing througout the life-cycle of structures and support close communication between different project stages. Systematic and well-organized data play a fundamental role for the effective maintenance of subway tunnel. In this paper, 3D information models for maintenance of BIM-based subway tunnel structures are developed. Standard classifications for the maintenance and construction information classification system were adopted. A classification system based on construction information classification system was built considering procedures of maintenance work. It provides optimization and standardization of the work flow for the maintenance of subway structures by applying information modeling processes instead of the current maintenance practices. It can effectively reduces the life cycle cost and time for the maintenance. The proposed system can be utilized for the maintenance history management to enhance current maintenance system.

Decision-making Method of Optimum Inspection Interval for Plant Maintenance by Genetic Algorithms (유전 알고리즘에 의한 플랜트 보전을 위한 최적검사기간 결정 방법론)

  • 서광규;서지한
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.26 no.2
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    • pp.1-8
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    • 2003
  • The operation and management of a plant require proper accounting for the constraints coming from reliability requirements as well as from budget and resource considerations. Most of the mathematical methods to decide the inspection time interval for plant maintenance by reliability theory are too complicated to be solved. Moreover, the mathematical and theoretical models are not usually cases in the practical applications. In order to overcome these problems, we propose a new the decision-making method of optimal inspection interval to minimize the maintenance cost by reliability theory and genetic algorithm (GA). The most merit of the proposed method is to decide the inspection interval for a plant machine of which failure rate $\lambda$(t) conforms to any probability distribution. Therefore, this method is more practical. The efficiency of the proposed method is verified by comparing the results obtained by GA-based method with the inspection model haying regular time interval.

Cost optimization for periodic PM policy

  • Jung, Ki-Mun
    • Proceedings of the Korean Statistical Society Conference
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    • 2005.11a
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    • pp.73-78
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    • 2005
  • This paper considers a preventive maintenance policy following the expiration of renewing warranty, Most preventive maintenance models assume that each PM costs a fixed predetermined amount regardless of the effectiveness of each PM. However, it seems more reasonable to assume that the PM cost depends on the degree of effectiveness of the PM activity. In this paper we consider a periodic preventive maintenance policy following the expiration of renewing warranty when the PM cost is an increasing function of the PM effect. The optimal number and period for the periodic PM policy with effect dependent cost that minimize the expected cost rate per unit time over an infinite time span are obtained.

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The Analysis of User Cost according to Timing of National Highway Pavement Maintenance-Focusing on the Maesang Bidge Section in Korea

  • Kim, Yunsik;Lee, Minjae
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.606-607
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    • 2015
  • The traffic volume on the road shows various trends reflecting regional characteristics for monthly and hourly, and economic loss affecting users varies according to the selected period for the maintenance of road pavements. Therefore, in this study, the user cost (or delay cost) for monthly and hourly on the work zone near the Maesang Bridge Section on Poseung-Gu, Pyeongtaek-si, Gyeonggi-do was calculated using the time series models and VISSIM, and based on the result, the effect of user cost reduction according to the selection of best maintenance period was examined. The analysis result showed that the month of the lowest user cost occurred due to the maintenance of target section was January (10,293,258 KRW/Day×1km) and the month of the greatest user cost occurred was November (13,337,495 KRW/Day×1km).

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The Effect Analysis of the Improved Vari-METRIC in Multi-Echelon Inventory Model (Vari-METRIC을 개선한 다단계 재고모형의 효과측정)

  • Yoon, Hyouk;Lee, Sang-Jin
    • Korean Management Science Review
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    • v.28 no.1
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    • pp.117-127
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    • 2011
  • In the Multi-Echelon maintenance environment, METRIC(Multi-Echelon Technique for Repairable Item Control) has been used in several different inventory level selection models, such as MOD-METRIC, Vari-METRIC, and Dyna- ETRIC. While this model's logic is easy to be implemented, a critical assumption of infinite maintenance capacity would deteriorate actual values, especially Expected Back Order(EBO)s for each item. To improve the accuracy of EBO, we develop two models using simulation and queueing theory that calculates EBO considering finite capacity. The result of our numerical example shows that the expected backorder from our model is much closer to the true value than the one from Vari-METRIC. The queueing model is preferable to the simulation model regarding the computational time.

Software Maintenance Cost Estimation using RBF Network (RBF망을 이용한 소프트웨어 유지보수 비용 추정)

  • 박주석;정기원
    • Journal of KIISE:Software and Applications
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    • v.31 no.5
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    • pp.555-562
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    • 2004
  • Software industry has put more emphasis on maintenance and enhancement work than on the new development. The existing effort estimation models can still be applied to maintenance projects, though modifications are needed. This paper suggests a way to estimate the size of a maintenance project from the regression analysis of ISBSG's benchmarking data. First of all, among the 3 elements(addition, modification and deletion of the program) which influences the software cost, we selected and classified 4 groups from a total of 8 which shows actual maintenance cost from ISBSG's data. Moreover, we developed statistical model and a model which uses RBF(Radial Basis Function) Network and after evaluating each functions we concluded that the RBF Network is superior to the statistical model.

Reliability-Based Capacity Rating of High-Speed Rail-Road Bridges (신뢰성에 기초한 고속철도 교량의 내하력평가)

  • 조효남;이승재
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1995.04a
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    • pp.73-81
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    • 1995
  • In Korea, the pilot construction of the first high-speed railroad on the Seoul-Pusan has already started 2 years ago. In the thesis, an attempt is made to develop reliability-based integrity-assessment models for the computer-aided control and maintenance of high-speed railroad bridges. The strength limit state models for PC railroad bridges encompass the bending and shear strengths as well as the strength interaction equations which simultaneously take into the element and system reliablities of the proposed limit states and reliability models. Then, the actual load carrying capacity and the realistic safety of bridges are evaluated using the system reliability-based equivalent strength, and the results are compared with those of the element reliability-based or conventional methods. Various parametric studies are performed for the proposed reliability-based safety and integrity-assessment models using the actual PC box girder bridges used in the pilot construction. And the sensitivity analyses are performed for the basic random variables included in strength limit state models. It is concluded that proposed models may be practically applied for the rational assessment of safety and integrity of high speed railroad bridges.

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Comparative Study of Non-Electrochemical Hysteresis Models for LiFePO4/Graphite Batteries

  • Ma, Jiachen;Xie, Jiale;Bai, Kun
    • Journal of Power Electronics
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    • v.18 no.5
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    • pp.1585-1594
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    • 2018
  • The estimation of $LiFePO_4$/graphite battery states suffers from the prominent hysteresis phenomenon between the respective open-circuit voltage curves towards charging and discharging. A lot of hysteresis models have been documented to investigate the hysteresis mechanism. This paper reviews and deeply interprets four non-electrochemical hysteresis models and some improvements. These models can be conveniently incorporated into commonly used equivalent circuit models to reproduce battery behaviors. Through simulation and experimental comparisons of voltage predictions and state-of-charge estimations, the pros and cons of these models are presented.