• Title/Summary/Keyword: 생애주기 모델

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A Strategy for Lifecycle Support for Civil Infrastructure with 3-D Based Information Model (사회기반시설물의 3차원 기반 정보모델을 활용한 생애주기 지원 전략)

  • Lee, Sang-Ho;Kim, Bong-Geun;Park, Sang-Il
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.357-360
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    • 2010
  • 본 연구는 효과적 생애주기 지원을 위한 사회기반시설물의 3차원 기반 정보모델의 활용방안에 대해 기술하였다. 3차원 기반 정보모델은 형상 정보뿐만 아니라 각 구성요소의 속성정보도 포함하고 있어야 하며, 의사결정 지원을 위한 엔지니어링 문서정보와도 연계 가능해야 한다. 이를 위하여 본 연구에서는 국제표준 데이터 모델링 도구인 IFC를 도로시설물에 적용하기 위한 확장방안을 제시하였고, XML을 이용한 엔지니어링 문서와의 통합연계 방안을 통해 사회기반시설의 효과적 생애주기 지원 전략을 제시하였다. 또한, 이를 활용한 구조해석 모델의 생성, GIS와의 연계 방안 도출의 실사례 구현을 통해 응용 도메인으로의 활용 가능성을 확인하였다.

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A Study on Life Cycle Management of River facilities using Performance Evaluation Model (성능평가모델을 활용한 하천시설의 생애주기 관리에 관한 연구)

  • Kim, Jin-Guk;Kim, Sooyoung;Jung, Jaewon;Yoon, Kwang Seok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.376-376
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    • 2022
  • 전 세계적으로 홍수의 발생빈도가 증가함에 따라, 하천 내 홍수피해를 경감하기 위해 설치하는 하천시설에 대한 중요성이 강조되고 있다. 하천시설은 홍수조절, 이수를 위한 흐름의 제어와 유도, 자연환경의 유지 및 개선 등 중요한 역할을 하고 있으나, 구조적으로 물과의 접촉이 많아 물리적 손상이나 노후화가 매우 빠르게 진행되는 특성이 있다. 시설물의 노후화가 지속될수록 안정성을 보장하기 어려워 자연재난의 규모를 증가시킬 위험성이 있다. 하천시설의 선제적 유지관리를 위해, 본 연구에서는 시설물통합정보관리시스템(Facilty Management System; FMS)의 정밀안전진단 결과를 활용하여 시설물의 사용연수에 따른 성능지표의 변화를 기반으로 회귀식 형태의 성능평가모델을 개발하였다. 기존연구와의 비교를 통해 성능평가모델의 적합성을 확인하였으며, 개발한 성능평가모델은 하천시설의 생애주기를 통합적으로 고려함으로써 정량적인 상태를 예측할 수 있다는 장점이 있다. 본 연구에서 제안된 성능평가모델 결과는 하천시설의 생애주기 관리를 위한 기초자료로 활용 가능할 것으로 기대된다.

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3D/4D CAD Applicability for Life Cycle Facility Management (3D/4D CAD를 통한 시설물 생애주기 관리 유용분야 도출)

  • Park, Jung-Jun;Kim, Chang-Yoon;Kim, Hyoung-Kwan
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2008.11a
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    • pp.291-296
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    • 2008
  • For the past two decades, 3D/4D CAD research has heel mainly focused on the design and construction phase of a facility life-cycle. However, there has been a general notion that the strength of 3D/4D CAD lends itself to other phases such as planning, operation and maintenance. In this research, a 3D/4D CAD model was generated in a commercial software platform. Then, the traditional 1:fe cycle facility management procedures are reviewed to, see any possible improvement opportunity with the 3D/4D CAD model as an example. A focus group interview, in conjuction with an extensive literature review, produced the list of area where 3D/4D CAD model could significantly benefit the traditional life cycle facility practices. Finally, a questionnaire-based survey was conducted with 155 respondents to statistically verify the feasibility of 3D/4D CAD for life cycle facility management.

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A Study on the Performance Prediction Model for Life Cycle Maintenance of Reservoir (저수지 생애주기 유지관리를 위한 성능저하예측 모델 연구)

  • Lee, Huseok;Kim, Ran-Ha;Cho, Choong-Yuen
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.22 no.1
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    • pp.568-574
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    • 2021
  • According to the Framework Act on Sustainable Infrastructure Management, which has been enforced since 2020, reservoirs should be managed to minimize life cycle costs caused by aging through preemptive management such as systematic maintenance and performance improvement. For maintenance in consideration of the life cycle, it is essential to derive the end of life due to continuous performance degradation as the common period increases. For this purpose, it is necessary to develop a performance-predicting model for reservoirs. In this study, a reservoir was divided into main complex facilities to develop a model for the maintenance of the life cycle. A model was developed for each facility. For model development, maintenance information data were collected under management by the Rural Community Corporation. The data available for model development were selected by analyzing the collected data. The developed model was used to predict the expected life expectancy of the reservoir in the current maintenance system and the expected life expectancy in the case of no action. By using the developed model, it is expected that it will be possible to support decision making in operation management and maintenance while considering the life cycle of the reservoir.

LCCA-embedded Monte Carlo Approach for Modeling Pay Adjustment at the State DOTs (도로공사에서 생애주기비용을 사용한 지급조정모델 개발에 관한 연구)

  • Choi Jae-ho
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.72-77
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    • 2002
  • The development of a Pay Adjustment (PA) procedure for implementing Performance-related Specifications (PRS) is known to be a difficult task faced by most State Highway Agencies (SHAs) due to the difficulty in such areas as selecting pay factor items, modeling the relationship between stochastic variability of pay factor items and pavement performance, and determining an overall lot pay adjustment. This led to the need for an effective way of developing a scientific pay adjustment procedure by incorporating Life Cycle Cost Analysis (LCCA) embedded Monte Carlo approach. In this work, we propose a prototype system to determine a PA specifically using the data in the pavement management information systems at Wisconsin Department of Transportation (WisDOT) as an exemplary to other SHAs. It is believed that the PRS methodology demonstrated in this study can be used in real projects by incorporating the more accurate and reliable performance prediction models and LCC model.

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A Proposal for Creating Task-Centric Application Profile: Utilization of Task Model for Suitable Selection and Combination of Metadata Schema Properties (메타데이터 스키마의 적절한 선택과 조합을 위해 태스크 모델을 활용한 업무중심의 어플리케이션 프로파일 모델 제안에 관한 연구)

  • Baek, Jae-Eun
    • Journal of Korean Library and Information Science Society
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    • v.49 no.3
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    • pp.407-428
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    • 2018
  • Metadata standard is very important element to describe a digital resource in the records lifecycle. Metadata standard is influenced by the purpose and content of tasks that are performed to a resource. But it does not reflect a task-centric viewpoint to cover the whole records-lifecycle because metadata is defined and designed from a resource-centric viewpoint. In other words, to cover the whole records-lifecycle using metadata, it is necessary to properly select and combine metadata property from a task-centric viewpoint. Therefore, we proposed a task-centric metadata application profile that can combine and select appropriate metadata properties according to requirements and tasks performed on resource.

Development of Performance Evaluation Model for Members of Floodgate for River Structure Life-Cycle Management (하천 시설물 생애주기 관리를 위한 수문 부재별 성능평가모델 개발)

  • Kim, Jin-Guk;Kim, Boram;Kim, Sooyoung;Kim, Hyung-Jun;Yoon, Kwang Seok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.475-475
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    • 2021
  • 전 세계적으로 기후변화에 따른 예측하기 어려운 국지성호우의 발생빈도가 증가하고 있으며, 수반되는 돌발홍수를 사전에 대비하기 위해 하천운영의 중요성이 강조되고 있다. 일반적인 하천 시설물 점검 및 보수 계획 수립 시, 시설물의 중요도나 하천의 현황 보다는 행정적인 편의성을 고려하여 구간에 따른 육안 점검 등을 통해 일률적으로 수행되고 있다. 그러나 현재 우리나라의 하천 시설물 중 약 40% 이상이 준공연수가 30년을 초과한 것으로 파악되고 있으며, 노후화된 하천 시설물의 정확한 상태평가에 따른 보수보강 계획수립이 필요한 실정이다. 이를 위해서는 하천 시설물 관리에 있어 다양한 문제점과 관련된 자료를 수집하여 DB화하고, 모델링 및 정밀검사 등을 통해 다양한 각도에서 분석되어야 한다. 본 연구에서는 시설물통합정보관리시스템(Facilty Management System; FMS)에서 제공하는 하천 시설물 관리대장 중 테스트베드에 위치한 수문의 개별부재에 대한 상태 평가지수를 활용하여 시설물의 생애주기를 통합적으로 고려할 수 있는 성능평가모델을 제안하였다. 본 연구에서 제안된 성능평가모델은 하천 시설물의 합리적인 관리체계를 통해 분석된 결과로부터 시설관리자가 하천 관리 및 계획수립에 있어 의사결정을 할 수 있도록 정보를 제공하는 지원 도구로 활용 가능할 것으로 판단된다.

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Life-Cycle Cost-Effective Optimum Design of Steel Bridges Considering Environmental Stressors (환경영향인자를 고려한 강교의 생애주기비용 최적설계)

  • Lee, Kwang Min;Cho, Hyo Nam;Cha, Cheol Jun
    • Journal of Korean Society of Steel Construction
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    • v.17 no.2 s.75
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    • pp.227-241
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    • 2005
  • This paper presents a practical and realistic Life-Cycle Cost (LCC) optimum design methodology for steel bridges considering the long-term effect of environmental stressors such as corrosion and heavy truck traffics on bridge reliability. The LCC functions considered in the LCC optimization consist of initial cost, expected life-cycle maintenance cost, and expected life-cycle rehabilitation costs including repair/replacement costs, loss of contents or fatality and injury losses, road user costs, and indirect socio-economic losses. For the assessment of the life-cycle rehabilitation costs, the annual probability of failure, which depends upon the prior and updated load and resistance histories, should be accounted for. For the purpose, Nowak live load model and a modified corrosion propagation model, which takes into consideration corrosion initiation, corrosion rate, and repainting effect, are adopted in this study. The proposed methodology is applied to the LCC optimum design problem of an actual steel box girder bridge with 3 continuous spans (40m+50m+40m=130m). Various sensitivity analyses are performed to investigate the effects of various design parameters and conditions on the LCC-effectiveness. From the numerical investigation, it has been observed that local corrosion environments and the volume of truck traffic significantly influence the LCC-effective optimum design of steel bridges. Thus, these conditions should be considered as crucial parameters for the optimum LCC-effective design.

Analysis of Metadata Standards of Record Management for Metadata Interoperability From the viewpoint of the Task model and 5W1H (메타데이터 상호운용성을 위한 기록관리 메타데이터 표준 분석 5W1H와 태스크 모델의 관점에서)

  • Baek, Jae-Eun;Sugimoto, Shigeo
    • The Korean Journal of Archival Studies
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    • no.32
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    • pp.127-176
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    • 2012
  • Metadata is well recognized as one of the foundational factors in archiving and long-term preservation of digital resources. There are several metadata standards for records management, archives and preservation, e.g. ISAD(G), EAD, AGRkMs, PREMIS, and OAIS. Consideration is important in selecting appropriate metadata standards in order to design metadata schema that meet the requirements of a particular archival system. Interoperability of metadata with other systems should be considered in schema design. In our previous research, we have presented a feature analysis of metadata standards by identifying the primary resource lifecycle stages where each standard is applied. We have clarified that any single metadata standard cannot cover the whole records lifecycle for archiving and preservation. Through this feature analysis, we analyzed the features of metadata in the whole records lifecycle, and we clarified the relationships between the metadata standards and the stages of the lifecycle. In the previous study, more detailed analysis was left for future study. This paper proposes to analyze the metadata schemas from the viewpoint of tasks performed in the lifecycle. Metadata schemas are primarily defined to describe properties of a resource in accordance with the purposes of description, e.g. finding aids, records management, preservation and so forth. In other words, the metadata standards are resource- and purpose-centric, and the resource lifecycle is not explicitly reflected in the standards. There are no systematic methods for mapping between different metadata standards in accordance with the lifecycle. This paper proposes a method for mapping between metadata standards based on the tasks contained in the resource lifecycle. We first propose a Task Model to clarify tasks applied to resources in each stage of the lifecycle. This model is created as a task-centric model to identify features of metadata standards and to create mappings among elements of those standards. It is important to categorize the elements in order to limit the semantic scope of mapping among elements and decrease the number of combinations of elements for mapping. This paper proposes to use 5W1H (Who, What, Why, When, Where, How) model to categorize the elements. 5W1H categories are generally used for describing events, e.g. news articles. As performing a task on a resource causes an event and metadata elements are used in the event, we consider that the 5W1H categories are adequate to categorize the elements. By using these categories, we determine the features of every element of metadata standards which are AGLS, AGRkMS, PREMIS, EAD, OAIS and an attribute set extracted from DPC decision flow. Then, we perform the element mapping between the standards, and find the relationships between the standards. In this study, we defined a set of terms for each of 5W1H categories, which typically appear in the definition of an element, and used those terms to categorize the elements. For example, if the definition of an element includes the terms such as person and organization that mean a subject which contribute to create, modify a resource the element is categorized into the Who category. A single element can be categorized into one or more 5W1H categories. Thus, we categorized every element of the metadata standards using the 5W1H model, and then, we carried out mapping among the elements in each category. We conclude that the Task Model provides a new viewpoint for metadata schemas and is useful to help us understand the features of metadata standards for records management and archives. The 5W1H model, which is defined based on the Task Model, provides us a core set of categories to semantically classify metadata elements from the viewpoint of an event caused by a task.

Lifetime Reliability Based Life-Cycle Cost-Effective Optimum Design of Steel Bridges (생애 신뢰성에 기초한 강교의 LCC최적설계)

  • Lee, Kwang Min;Cho, Hyo Nam;Cha, CheolJun;Kim, Seong Hun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.1A
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    • pp.75-89
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    • 2006
  • This paper presents a practical and realistic Life-Cycle Cost (LCC) optimum design methodology of steel bridges considering time effect of bridge reliability under environmental stressors such as corrosion and heavy truck traffics. The LCC functions considered in the LCC optimization consist of initial cost, expected life-cycle maintenance cost and expected life-cycle rehabilitation costs including repair/replacement costs, loss of contents or fatality and injury losses, road user costs, and indirect socio-economic losses. For the assessment of the life-cycle rehabilitation costs, the annual probability of failure which depends upon the prior and updated load and resistance histories should be accounted for. For the purpose, Nowak live load model and a modified corrosion propagation model considering corrosion initiation, corrosion rate, and repainting effect are adopted in this study. The proposed methodology is applied to the LCC optimum design problem of an actual steel box girder bridge with 3 continuous spans (40 m+50 m+40 m=130 m), and various sensitivity analyses of types of steel, local corrosion environments, average daily traffic volume, and discount rates are performed to investigate the effects of various design parameters and conditions on the LCC-effectiveness. From the numerical investigation, it has been observed that local corrosion environments and the number of truck traffics significantly influence the LCC-effective optimum design of steel bridges, and thus realized that these conditions should be considered as crucial parameters for the optimum LCC-effective design.