• Journal of the Korea institute for structural maintenance and inspection
• /
• v.11 no.5
• /
• pp.160-170
• /
• 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
• /
• 2007.11a
• /
• pp.167-174
• /
• 2007

This study proposes a practical and realistic method to establish an optimal lifetime maintenance strategy for deteriorating bridges by considering the life-cycle performance as well as the life-cycle cost. The proposed method offers a set of optimal tradeoff maintenance scenarios among other conflicting objectives, such as minimizing cost and maximizing performance. A genetic algorithm is used to generate a set of maintenance scenarios that is a multi-objective combinatorial optimization problem related to the and the life-cycle cost and performance as separate objective functions. A computer program, which generates optimal maintenance scenarios, was developed based on the proposed method. The subordinate relation between bridge members has been considered to decide optimal maintenance sequence. The developed program has been used to present a procedure for finding an optimal maintenance scenario for steel-girder bridges on the Korean National Road. Through this bridge maintenance scenario analysis, it is expected that the developed method and program can be effectively used to allow bridge managers an optimal maintenance strategy satisfying various constraints and requirements.

• Proceedings of the Korean Institute Of Construction Engineering and Management
• /
• 2006.11a
• /
• pp.638-641
• /
• 2006

In this paper, A calculating cost method of maintenance and repair for bridge which is built up by new construction technique named Up-Down Precast Concrete(UDPSC). After 2000, 109 Bridges which are using UDPSC technique have been built up, 37 bridges's construction work are processing, and 194 designs are presented for construction. Because this technology has developed recently, there are few field data for analyzing the maintenance and repair cost. Therefore, the maintenance and repair cost is computed using Construction and Transportation Ministry's guide line for computation and former research's data.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.17 no.4
• /
• pp.101-111
• /
• 2013

In this study, DEA (Data Envelopment Analysis) was carried out on the four bridges, which have the same extension (L=1,615m), in order to select the most superior, economical method of construction using the LCC concept of each bridge structure in the case of the Ulsan-Pohang double track railway which is scheduled to be constructed. DEA models were analyzed with the CCR model, which was designed for the evaluation of relative efficiency of each model. The initial construction costs, maintenance costs, indirect costs (user costs + indirect loss of social costs), and life cycle costs were used as input variables, and average duration was applied as the output variable. LCC was applied to calculate the input variables, and to get the costs of LCC, 100 years of period and 4.83% of real discount rate were applied, and the costs are classified into initial construction, maintenance, user, and indirect loss of social cost. The analysis results showed that the Method 2 and 3 were evaluated as the most efficient, and the other alternatives were evaluated as the following order; Method 1, the default, and Method 4.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.19 no.12
• /
• pp.717-724
• /
• 2018

To prepare for the explosive increase in maintenance costs of bridges according to the aging of infrastructure, future maintenance costs of bridges should be predicted. For this purpose, the management status of bridges was investigated and modeled as the upper limit of the performance level and the target management level according to the life cycle. This paper proposes methodologies and procedures for estimating the bridge maintenance costs using two models and existing cost and performance prediction models that consist of unit repair cost model according to the safety score, performance degradation model of bridges, unit reconstruction cost, and average reconstruction time. To verify the applicability, future maintenance costs can be forecasted for specific management agency considering the number of bridges, degree of aging, and current management status. As a result, it is possible to obtain the maintenance cost and safety level of an individual bridge level for each year. In addition, by summing them up to the agency level, the average safety score, ratio of the safety level, inspection costs, repair costs, and reconstruction costs can be obtained. In a further study, the changes in maintenance costs can be analyzed according to the changes in the target management levels using the developed method. The optimal management level can be suggested by reviewing the results.

• Journal of Korean Society of Industrial and Systems Engineering
• /
• v.29 no.3
• /
• pp.70-78
• /
• 2006

제조업에서는 보다 합리적으로 생산량을 결정함으로써 고객에 대한 납기 준수는 물론, 기업 내부의 비용을 감소시키기 위한 노력을 끊임없이 하고 있다. 합리적인 생산량의 결정은 기업 내적으로는 낭비를 제거하고, 생산 흐름의 안정성을 유지하여 주며, 기업 외적으로는 공급사슬 전체의 자재흐름을 원활히 해주고 고객의 기호 변화에 빠르게 대처할 수 있도록 한다. 이에 본 논문은 보다 높은 고객 만족도와 비용의 절감을 위해서 재고 유지비용과 생산준비비용만을 고려하는 기존의 생산량 결정 모형에 고객의 대기 비용을 추가한 다품목 경제적 생산량 모델을 제시하였다.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2013.05a
• /
• pp.1089-1092
• /
• 2013

컴퓨터 하드웨어의 발달로 인해 하드웨어의 성능을 충분히 발휘할 수 있는 소프트웨어의 개발이 요구되고 있다. 소프트웨어가 복잡해질수록 개발 시 인적 비용, 물적 비용, 시간 비용이 증가하는데, 실제 개발 비용보다는 개발 후 유지보수에 사용되는 비용이 훨씬 크다. 유지보수는 코드 수정을 통해 이루어지는데, 다른 사람이 작성한 코드를 수정할 경우에는 코드의 이해가 요구된다. 코드는 흐름도를 이용하게 되면 좀 더 쉽게 이해할 수 있는데, 복잡한 코드를 흐름도로 작성할 경우 흐름도가 자체가 복잡해져서 코드 이해가 어려워지는 경우가 많다. 이러한 단점을 보완하기 위한 방법의 하나로 1979년 PAD가 개발되었다. 이 논문은 C 소스코드를 입력받아 PAD를 자동으로 생성하는 시스템을 제안한다. 이 시스템을 이용하면 유지보수 비용에 소비되는 시간과 노력을 절약할 수 있을 것으로 생각된다.

• Proceedings of the KAIS Fall Conference
• /
• 2010.11b
• /
• pp.862-865
• /
• 2010

정보화 사업의 확대와 함께 정보보안에 대한 사회적 관심은 보다 높아지고 있으며, 사이버 보안강화는 국가 및 기업의 인프라를 보호하기 위해 매우 중요한 부분이다. 그러나 정보보안 SW 유지보수 규모나 정보보안 SW의 특성과는 관계없이 유지보수 비용이 책정되어서 고품질의 유지보수 서비스를 기대하기 어려운 실정이다. 그러므로 정보보안 SW 유지보수의 규모와 유지보수 생산성에 영향을 미치는 제반요소를 발견하고, 이들을 비용에 연결시키는 정보보안 SW 유지보수 대가기준 마련이 필요하다. 이에 본 연구는 정보보안SW 유지보수의 특수성에 대한 분석을 통하여 보안업데이트, 모니터링 로그분석 및 정책 지원 등 추가적인 서비스 지원 등에 대한 유지보수 비용을 산정하고 일반 SW와의 원가비교 분석 조사를 통한 적정유지보수 요율을 도출하고자 한다. 또한, 정보보안 SW 유지보수 대가 구조분석 및 해외 사례 수집 분석, 설문조사, 전문가검증, 시뮬레이션 등을 통하여 정보보안 SW의 유지 보수 대가 산정에 대한 기준의 도출이 필요하다. 이는 정보보안 SW의 유지보수 대가를 명확하게 산정하고, 사용자 및 공급자에게 적정한 대가 지급 기준을 수립함으로써 더 나아가 정보보안 SW 기업의 경쟁력 향상을 도모하고자 한다.

• Journal of the Korean Society for Railway
• /
• v.12 no.1
• /
• pp.88-94
• /
• 2009

Life cycle costing is one of the most effective approaches for the cost analysis of long-life products such as the railroad vehicle. Life cycle costing includes the cost of concept design, development, manufacture, operation, maintenance and disposal. Especially, life cycle costing in the railroad industry has been focused on the maintenance cost. In this paper, the standard, guide and maintenance information of railroad vehicle were investigated, and the unique corrective and preventive maintenance templates of railroad vehicle were proposed. Maintenance cost of an auxiliary power supply system of EMU was predicted by using the proposed templates. The results show that the preventive maintenance, PM, cost is much higher compare to corrective maintenance, CM, cost because of daily and monthly maintenance tasks which require lots of labor work. It is expected that these templates can help railroad operators make maintenance strategies with consideration of the cost parameter.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.43 no.2
• /
• pp.267-275
• /
• 2023

As aged infrastructures have been increased, the importance of accurate maintenance costs and proper budget allocation for infrastructure become prominent under limited resources. This study proposed a mapping algorithm between representative defects, repair methods, and the estimated maintenance costs for concrete bridges. In this regard, using BMS (Bridge Management System) data analysis, bridge repair methods were classified and matched with defects according to their locations, types, and sizes. In addition, the maintenance costs were estimated based on the amount of work-load and quantity per unit using CSPR (Cost Standard Production Rate). As a result, the level of accuracy was an average of 85.1 % compared with the actual bill of quantity for Seoul bridge maintenance. The accuracy of maintenance costs is expected to be enhanced by considering the various site conditions such as pier height, extra charge conditions, additional equipment, etc.