• 한국도로학회논문집
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• 제15권6호
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• pp.49-60
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• 2013

PURPOSES : The evaluation of the pavement condition of the asphalt concrete pavement of No. 2 runway of Inchon International Airport through PMS, a supporting system for making a decision of pavement, maintenance and repair, was made, and the proper time for repair according to the PCI reduction rate was suggested. METHODS : By comparing and analyzing the evaluation results of pavements built in 2009, 2010, 2011, PCI change in each facility (No. 2 runway, C parallel taxiway, connection taxiway) was calculated. By applying the calculated change to PCI deduction rate model, the pavement condition of the target sections was estimated, and then the necessary section and time for repair were chosen. RESULTS : After careful consideration of the time for pavement and maintenance, based on the result of PCI prediction, it was estimated that the southern takeoff and landing section of No. 2 runway was required to be repaired in 2012; connection taxiway in 2013; and C parallel taxiway in 2014; however, the section which is the main moving route of connection taxiway and C parallel taxiway was needed to be repaired in 2012. CONCLUSIONS : For maintenance and repair of airport pavements, the optimal alternative should be chosen by considering economics and operability, via examining the time for repair and the aspect of management all together on the basis of this study.

• Earthquakes and Structures
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• 제18권6호
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• pp.731-742
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• 2020

Due to incessant earthquakes, many historic South Nias traditional timber houses have been damaged while some still stand today. As Nias is part of an extremely active tectonic region and the buildings are getting older by day, it is essential that these unique houses are well maintained and functioning well. A post-earthquake condition assessment was conducted on 2 selected buildings; 'Building A' survived the seismic shakings while 'Building B' got severely damaged. The overall condition assessment of "Building A' was found out to be poor and the main structural members were not performing as intended. In 'Building B', the columns were not well anchored to the ground, no tie beams to tie the columns together, and eventually, the timber columns moved in various directions during the earthquake. The frequent earthquakes along with deterioration due to lack of proper maintenance program are responsible for the non-survival of the buildings. Thus, a process guideline for managing the maintenance of these buildings was proposed. This is necessary because managing the maintenance works could help to extend the life of the buildings and seek to avoid the need for potentially expensive and disruptive intervention works, which may damage the cultural significance of the buildings.

• 전기학회논문지
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• 제56권2호
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• pp.254-259
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• 2007

PM(Preventive Maintenance) can avail the generating unit to reduce cost and gain more profit in a competitive supply-side power market. So, it is necessary to perform reliability analysis on the power systems in which reliability is essential. Thus, to schedule optimal PM planning based on reliability that is defined RCM(Reliability-Centered Maintenance), FMECA(Failure Mode Effects and Criticality Analysis) assessment is very important. Therefore, in this paper, the procedure of FMECA assessment for optimal RCM is proposed by probabilistic approach using real historical failure data of combustion-turbine generators in Korean power systems. The stochastic FMECA is performed based on the effects of probable failure modes of combustion-turbine generating unit.

• 한국구조물진단유지관리공학회 논문집
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• 제7권2호
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• pp.239-246
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• 2003

In the PCA Load Contour Method, the biaxial bending design coefficient of columns(${\beta}$) is based on the equivalent rectangular stress block (RSB). And coefficient of ${\beta}$ estimates the reinforcement index to be a influencing parameter on biaxial moment strength of RC columns without considering the arbitrary condition of bar arrangement. The experimental results of high strength concrete (HSC) columns subjected to combined axial load and biaxial bending moment were compared to the analysis results of RSB method. As result, the accuracy of RSB method is still acceptable for HSC columns and, as the reinforcement is placed densely in each corner of column section, the ${\beta}$ is decreased.

• 한국도로학회논문집
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• 제8권2호
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• pp.49-54
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• 2006

The purpose of this study was to determine the effect of expansion joint spacing (slab size) on the life cycle costs of owning Portland Cement Concrete (PCC) airfield pavements. Previous research has shown that slab size has a statistically significant impact on pavement performance. A probabilistic life cycle cost analysis was performed to determine if the effect of slab size on pavement performance would affect the total cost of ownership of PCC pavements. Data from 48 Pavement Condition Index (PCI) inspections of military and civilian airfields were used to develop probability-of-distress-by-condition curves, which were then used to develop probabilistic cost-of-repair-by-condition curves. A present worth life cycle cost analysis was then performed for various slab sizes, using construction costs, rehabilitation costs, and maintenance costs. Maintenance costs were determined by assuming a condition deterioration rate appropriate for each slab size and applying the cost-by-condition curves. The probabilistic cost-of-repair-by-condition curves indicated that smaller slabs are more expensive to repair on a unit cost basis. Life cycle cost analysis showed that larger slabs have a higher total cost of ownership than smaller slabs due to a faster rate of deterioration.

• 한국구조물진단유지관리공학회 논문집
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• 제3권4호
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• pp.205-214
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• 1999

구조물의 동특성(고유진동수, 감쇠, 모드형상 등)의 변화는 구조물의 안전도를 평가할 수 있는 한 방법이다. 본 연구에서 콘크리트 세그먼트의 웨브 부분에 상당히 많은 균열이 진전되고 있는 상태의 Post-Tensioned Segmental 콘크리트 교량의 안전도 평가를 시도하였다. 안전도 평가를 위한 근간 데이터로 1986년 측정했던 데이터와 2차원 유한요소해석에서 얻은 결과값을 사용했다. 손상의 정도와 손상의 위치를 보다 정확히 찾아내기 위한 기술 중의 한 방법으로 Modal Test를 이용하였다. 이 방법이 Post-Tensioned Segmental 콘크리트 교량에 적용되어 교량의 안전도를 분석 평가하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제6권2호
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• pp.195-202
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• 2002

Urbanization and development of industry makes people concerned about quality of circumstances. Problems of vibration are on the rise. Vibration makes inhabitants feel unpleasant and involves structural damage. The purpose of this study is to assess damage of reinforced concrete structures due to ground motions as the parameters of frequency, duration time and aspect ratio of structures are changed. Ground motions were modeled as sine waves. To compare sine waves with real ground motions, two cases are selected; one is blast loading case and the other is earthquake loading. It was intended to provide means to assess R/C structure damage due to ground motions.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1998년도 하계학술대회 논문집 C
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• pp.1020-1023
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• 1998

This paper presents a new approach to large-scale optimal generator maintenance scheduling. To do this, we developed a kind of discrete sensitivity index of each generator by using difference of objective fuction when it is on and off status. Based on the sensitivity value, we applied the conventional priority approach as an optimization method in the order of each generator's sensitivity measure. By applying the developed method, we can efficiently search the state space and dramatically reduce the computation time in a large scale power system.

• 대한안전경영과학회지
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• 제7권2호
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• pp.1-12
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• 2005

TPM(Total Productive Management) that is enforcing introducing more than $80\%$ in domestic manufacturing industry is using total plant efficiency by the evaluation index, and as a result, can see a lot of examples that plant productivity is increased. This study's purpose centers total productive management activities that is management system for total plant efficiency's maximization, plant information system that total productive management activities factor that is enforcing in manufacturing industry can develop evaluation model that can evaluate qualitative activities by quantitative activities in process that maximize total plant efficiency wishes to do design.

• 한국정보과학회논문지:데이타베이스
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• 제33권1호
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• pp.42-55
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• 2006

본 논문에서는 단일 색인을 사용하는 임의 계수의 이동평균 변환 지원 서브시퀀스 매칭 방법을 제안한다. 단일 색인을 사용함으로써, 제안한 방법은 색인 저장 공간 및 색인 관리의 오버헤드를 크게 줄일 수 있다. 이동평균 변환은 시계열 데이타 내의 노이즈 영향을 감소시킴으로써, 시계열 데이타 전체의 경향을 파악하는데 매우 유용하다. 그런데, 기존 연구에서는 임의 계수를 지원하기 위해 여러 색인을 생성해야 하고, 이에 따라 색인 저장 공간의 오버헤드와 색인 관리의 오버헤드가 발생하는 문제점이 있다. 본 논문에서는 우선 이동평균 변환의 정의를 확장한 다계수 이동평균 변환(poly-order moving average transform) 개념을 제시한다. 다계수 이동평균 변환이란, 각 윈도우를 하나의 이동평균 계수에 대해서 이동평균 변환하는 것이 아니라, 여러 계수에 대해서 이동평균 변환하여 윈도우의 집합을 구성하는 변환으로서, 이동평균 변환의 정의를 여러 계수로 구성된 집합에 대해서 확장한 것이다. 다음으로, 이러한 다계수 이동평균 변환 개념을 사용한 서브시퀀스 매칭 방법의 이론적 근거인 정확성을 정리로서 제시하고 증명한다. 또한, 다계수 이동평균 변환을 기존 서브시퀀스 매칭 연구인 Faloutsos 둥의 방법 및 DualMatch에 각각 적용하여, 두 가지 이동평균 변환 지원 서브시퀀스 매칭 방법을 제시한다. 실험 결과, 제안한 두 가지 서브시퀀스 매칭 방법은 모든 경우에 있어서 순차 스캔보다 성능을 크게 향상시킨 것으로 나타났다. 실제 주식 데이타에 대한 실험 결과, 제안한 방법은 순차 스캔에 비해서 평균 22.4배${\~}$33.8배까지 성능을 향상시킨 것으로 나타났다. 또한, 각 계수에 대해 모두 색인을 생성하는 경우와 비교할 때, 성능 저하는 매우 적은 반면 필요한 색인 공간은 크게 줄인 것으로 나타났다(일곱 개의 계수를 사용한 경우, 성능 저하는 평균 $9\%{\~}42\%$에 불과한 반면 색인 공간은 약 1/7.0로 크게 줄인다). 이와 같이 성능 측면과 색인 공간 및 관리 측면에서의 우수성에 덧붙여, 제안한 방법은 이동평균 변환 이외의 다른 변환을 지원하는 서브시퀀스 매칭으로 일반화 될 수 있는 장점이 있다 따라서, 제안한 방법은 이동평균 변환을 포함하는 많은 다른 종류의 변환을 지원하는 서브시퀀스 매칭에 폭넓게 적용되는 우수한 연구결과라 사료된다.