• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.9
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• pp.533-542
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• 2016

The periodic maintenance of bridges is necessary once they have been constructed and its cost depends on various factors, such as their condition, environmental conditions and so on. To make a decision support system, it is essential to establish a basic reconstruction cost model. In this study, a regression model is suggested for calculating the reconstruction cost for typical cases and influential factors, depending on the type of bridge and its components, by analyzing the basic bridge specifications based on the data of the Bridge Management System (BMS). The details for each case were estimated in consideration of the cost calculation variables. The details for each case were estimated in consideration of the cost calculation variables. The cost model for the new construction of the superstructure, substructure and foundation and the temporary bridge construction and demolition costs were drawn from the regression analysis of the estimation results of typical cases according to the cost calculation variables. The reconstruction costs for different types of bridge were obtained using the cost model and compared with those in the literature. The cost model developed herein is expected to be utilized effectively in maintenance decision making.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.18 no.6
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• pp.222-232
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• 2019

Mongolia is a developing country with a smaller population living across a large territory where infrastructure is underdeveloped. The country has been actively implementing road construction in recent years. The Mongolian government has increased investments in new road construction, but funding for major maintenance or reconstruction projects declined between 2012 and 2016. On the other hand, road network management has not been implemented owing to insufficient road maintenance and If the road network expands, there is a risk that the cost of overall maintenance will increase significantly in the future. Therefore, in order to cope with these problems, this study reviewed applying Korean road model to Mongolia for systematic management of road infrastructure.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.1204-1208
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• 2005

우리나라의 경우 근래에 들어 도시지역 내배수시설에 대한 문제점들을 개선하기 위하여 정비사업이 활발히 이루어지고 있으나 시설물에 대한 과거 자료의 데이타베이스(database)화가 전무한 실정이며 정비사업을 시행함에 있어서 체계적인 정비사업 시행이 이루어지지 않고 있다. 따라서 본 연구에서는 내배수시설의 수리$\cdot$수문 해석 모듈을 이용하여 우수배제 목적의 합리적 근거를 마련하고, 현재 표본지역의 중요지점에서만 관측되는 불명수에 대하여 근거별로 불명수를 배분하는 불명수 산정모형과 도시 유출 모형을 이용하여 차집관거별로 발생하는 CSOs 발생량을 추정하는 도시 유출 모형 연계 모형을 구축하여 통합한 내배수시설 노후도 평가 모델을 개발하였다. 또한, 시설물 개량사업의 효율성을 높이기 위하여 수리$\cdot$수문 해석 모듈과 노후도 평가모델이 연계된 최적 개$\cdot$보수 scheduling 모델을 구축함으로써 최적개량 의사결정 시스템을 구축하였으며, 구축된 시스템은 실제 사업지역에의 적용성을 검토하여 GUI(Graphical User Interface)를 통한 의사결정 시스템인 내배수시설 유지관리시스템을 구축하였다.

• Journal of KIISE:Software and Applications
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• v.36 no.9
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• pp.718-731
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• 2009

Software Maintenance needs to continually improve from corrective maintenance to operational management and service improvement. In this study, we propose a software maintenance maturity model and its evaluation criteria based on 4 maintenance projects of K organization. For the proposal, we derive 13 process areas and 64 evaluation criteria based on some references such as SMMM, ITSMM, ITIL. We evaluate the criteria using 5-point scale, and then establish the maturity model of K organization classified by levels of the maturity model based on the evaluation result. And, to verify and improve the maturity model of K organization, we propose improvements for evaluation criteria. In addition, we apply the maturity model to the 4 projects, evaluate the projects, and propose improvements for the projects based on the evaluation result to identify how the model shows software maintenance improvement.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.4
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• pp.120-130
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• 2019

In this study, based on the correlation between traffic volume data and vertical displacement data developed in previous research using the bridge maintenance big data of 2006, the vertical displacement estimation model using the traffic volume data of Gwangan Bridge for 10 years A comparison of the performance of the developed model with the current applicability is presented. The present applicability of the developed model is analyzed that the estimated displacement is similar to the actual displacement and that the displacement estimation performance of the model based on the structured regression analysis and the principal component analysis is not significantly different from each other. In conclusion, the vertical displacement estimation model using the traffic volume data developed by this study can be effectively used for the analysis of the behavior according to the traffic load of Gwangan Bridge.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.5
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• pp.160-170
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• 2007

This study predicts Life Cycle Cost of RC Slab bridge case in maintenance and operation level and calculated economic efficiency by the avoidable costs of a bridge. This result of the study can be summarized as follow: (1) LCC analysis model on the bridge case is suggested. (2) Maintenance and operation level of a bridge have been divided, and LCC of the bridge case has been predicted at current maintenance and operation level and required maintenance and operation level. (3) Reduction costs is predicted by LCC of the bridge case, and its economic efficiency is calculated.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.529-532
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• 2003

Efficiency and efficient management on maintenance/repair/operation (MRO) phase is getting important with advance in technologies and complex functionalities of building and facility. Using software systems as well as advanced hardware systems in MRO area is spreading along with this trend to take advantage of information technology. Information of building and facility for MRO phase is derived from engineering/procurement/construction (EPC) phase. But most current commercial software systems in EPC and MRO are focusing on their own phase, which arise lack of consistency of information from EPC to MRO phase. But, the information system now used at the MRO phase stop flowing the building and the facilities information and then newly create. Moreover, from all asset management point of view, asset particulars such as the structures and equipments are different the value fluctuation. In order to reflect these information rationally, the construction costs are correctly distributed and the initial price of the asset particulars have to be estimated. In this study, develop the information model which can apply the cost information at the EPC phase to the MRO phase.

• Computational Structural Engineering
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• v.4 no.3
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• pp.23-26
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• 1991

본 고에서는 막구조의 설계, 시공, 유지관리에 대해 개략적으로 기술하였다. 막구조는 그 여러가지 특성이 아직 규명이 안된 부분이 많고 시공오차가 비교적 큰 편이므로 막 재료의 역학적, 재료적 특성에 대한 연구와 형상해석 모델의 공식화, 막재단의 컴퓨터화가 필요하며 초기장력 도입에 따른 시공과정의 해석이 더욱 필요하다. 따라서 설계, 형상해석, 재단에서 시공 및 유지관리에 이르는 일괄적인 System의 개발이 시급하다 하겠다.

• Journal of the Korean Home Economics Association
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• v.31 no.4
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• pp.23-35
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• 1993

현대사회에서 맞벌이부부 가족이 증가하고 있고 맞벌이부부가족으로써 가족체계가 유지되고 발달됨에 따라 맞벌이부부 가족의 스트레스 관리 방식을 밝히기 위해서는 가족간의 정서적, 관계적 상호작용 과정을 이해하는 것이 중요하다. 맞벌이부부 가족에 관한 이전의 연구들은 가족의 스트레스와 대처방안에 촛점을 두었고 정서적 상호작용과정에 대해서는 중요시 하지 않았다. 이 연구의 목적은 맞벌이부부 가족의 스트레스 관리에 대한 이해를 돕기위하여 가족의 발달적인 측면에 중점을 두어 두가지 이론―가족자원관리 이론과 Family FIRO모델의 통합을 제시하는데 있다. 가족자원관리 이론과 Family FIRO모델의 통합은 이론이 설명하지 못하는 측면에 대해 상호보완적이 시각을 제시해 준다.

• Proceedings of the Korean Information Science Society Conference
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• 2001.10a
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• pp.268-270
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• 2001

데이터웨어하우스내에서 실체뷰는 소스 데이터에서 갱신이 발생하였을 경우 질의에 정확한 결과를 제공하기 위하여 릴레이션의 변경사항과 동일하게 갱신되어야 한다. 이 뷰를 갱신할 때 전체 릴레이션이 아닌 갱신된 부분만 이용하여 점진적으로 뷰를 관리하는 것이 효과적이다. 뷰의 점진적인 갱신 방법중에서 부가화일을 이용한 방법은 부가적으로 유지하는 정보의 양이 적고 뷰 관리 비용이 적게 든다는 장점이 있다. 이 논문에서는 이 방법에 의해 뷰를 관리할 때의성능을 평가하기 위하여 이 방법의 비용 모델을 분석적으로 제시하였으며, 이 모델을 기반으로 성능을 비교, 분석하여 부가 파일을 이용한 방법이 다른 기존의 방법보다 성능이 우수함을 보였다.