• 한국IT서비스학회지
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• 제7권1호
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• pp.195-204
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• 2008

As the dependency to network system and demands of efficient storage systems rapidly grows in every networking filed, the current trends initiated by explosive networked data grow due to the wide-spread of internet multimedia data and internet requires a paradigm shift from computing-centric to data-centric in storage systems. Furthermore, the new environment of file systems such as SAN(Storage Area Network) is adopted to the existing storage paradigm for providing high availability and efficient data access. We describe the design issues and system components of $SANique^{TM}$, which is the cluster file system based on SAN environment. We, especially, present the comparative results of performance analysis for the intensive I/O test by using the DBMSs that are operated at the top of cluster file system $SANique^{TM}$, EXT3 and NFS respectively.

• 한국철도학회논문집
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• 제10권6호
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• pp.800-805
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• 2007

철도차량용 대차의 한계 성능에 대한 검증은 설계 검증 및 안전성 확보관점에서 매우 중요하다. 차량의 안정성과 관련된 대차의 임계속도는 차량 개발 단계에서 총상 주행시험대를 이용하여 시험을 수행한다. 그러나 실물 대차를 이용한 시험과정에서 다양한 시제차량 제작 및 시험 조건 설정의 어려움, 시험 소요시간의 과다 등에 의한 단점을 내포한다. 따라서 철도 선진국등에선 과거 오래전부터 축소모델을 이용한 차량 개발 연구가 활발하였다. 따라서 본 연구에서는 대차의 임계속도 및 동적 거동 분석을 위하여 상사기법을 적용한 축소대차를 제작하였고 이를 시험하기 위한 축소 주행 시험대를 개발하였다. 축소대차 임계속도에 대한 수치해석을 수행하였으면 주행시험대상에서의 임계속도 시험을 통하여 해석결과가 시험결과에 부합함을 확인할 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.385-392
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• 2003

Traditional forms of river and coastal structures have become very expensive to build and maintain, because of the shortage of natural rock. Geotextile tubes hydraulically or mechanically filled with dredged materials have been applied in hydraulic and coastal engineering in recent years(shore protection structure, detached breakwater, groins and jetty). Recently, new preliminary design criteria supported by model and prototype tests, and some stability analysis calculations have been studied. In this study, the numerical analysis was performed to investigate the behavior of geotextile tube with various properties of geotextile and hydraulic pumping conditions. Numerical analysis was executed to compare with the results from the large-scale field model tests, and also compared the results of 2-D plane strain analysis and 3-D FEM analysis. A geotextile tube was modeled using the commercial finite element analysis program ABAQUS and the one-quarter of tube was modeled. Behavior of geotextile tube during the hydraulic pumping procedure was analyzed by comparing the large-scale field model test and numerical analysis. The shape variation and maximum tube height between the numerical analysis results and large-scale filed test results are turned out to be a good agreement.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.2405-2408
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• 2011

In recent time, the cause analysis and the reduction of the track irregularity have become the most important issue in the ballasted track on the high-speed railway bridge. This is because that the frequency of the maintenance work at the bridge expansion joint zone is on the rise. The track irregularity on the railway bridge starts at the end of the bridge-deck and spreads along the bridge. Due to the dynamic vibration and the thermal expansion of the bridge, the compaction of the ballast gravel on the bridge expansion joint zone become loose and then the progress of the track irregularity result from the train-induced dynamic impact is accelerating further. Among the several options for reducing the track irregularity on the bridge expansion joint zone, the application and efficiency of the zero longitudinal restraint(ZLR) and tied sleeper are investigated in this paper. Field test construction has been conducted, then the progress of the track irregularity and the frequency of the maintenance work are analyzed before and after the filed test construction. Of the two methods, it is shown that the installation of the ZLR seems to be better than the tied sleeper.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.2125-2128
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• 2011

The continuous welded rail(CWR) track without the rail expansion joint has many advantages over the conventional track in a variety of fields including the speed-up and the ride comport. However, due to the excessive axial force in the CWR and the track-bridge interactive behavior, inevitably, the rail expansion joint must be installed at the vulnerable zone such as the bridge end zone, etc. In this rail expansion joint zone, the frequency of the maintenance work to repair the track irregularity is on the rise. This is because that the creep of the sleeper is occurred in the moveable zone of the rail expansion joint. In this study, among the several options for reducing the track irregularity on the rail expansion joint zone, the application and efficiency of the tied sleeper is investigated. Field test construction has been conducted, then the progress of the track irregularity and the frequency of the maintenance work are analyzed before and after the filed test construction.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2004년도 하계종합학술대회 논문집(2)
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• pp.379-382
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• 2004

In this paper we fabricated a test panel for AMOLED on glass and PET substrate. The test panel consisted of the various size of OTFTs and OLEDs and the current driving capability of OTFTs for OLEDs has been investigated. OTFTs were made of the inverted staggered structure and employed polyvinylphenol (PVP) as the gate insulator and pentacene thin film as the active layer. The OTFTs produced the filed effect mobility of $0.3 cm^2/V.sec$ and on/off current ratio of $10^5$. OLEDs consisted of TPD for HTL and Alq3 for EML with 35nm thick, generating green monochrome light. We found that OTFT with channel length of 70${\mu}m$ and channel width of over 3.5mm provided the sufficient current to OLED to generate the luminescence of $0.3Cd/m^2$.

• 한국산학기술학회논문지
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• 제11권10호
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• pp.3898-3904
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• 2010

본 논문에서는 저압배전계통에 연계되어 있는 분산전원의 과도특성을 해석하기 위하여, 실 계통을 모의하여 구축한 분산전원 실증시험센터의 설비를 이용하여, 순간전압강하, 순간전압상승, 고조파, 순간정전 등 배전계통에서 일어날 수 있는 비정상 상태 요소를 발생시켜, 분산전원의 과도특성을 해석하였다. 본 연구에서 제시한 과도특성에 대한 시험결과에 의하여, 분산전원 계통연계기술기준(가이드라인)에서 정해진 각종 규정에 대하여 저압선로에 연계되어 운용되고 있는 분산전원의 적합여부를 파악할 수 있었어, 본 연구의 유효성을 확인할 수 있었다.

• 한국의류학회지
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• 제37권7호
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• pp.864-873
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• 2013

This study analyzed the correlation between the sources of the complaints and various factors such as gender, garment type, fabric type, textile material and washing methods for products. This survey utilized a total of 2,609 consumer apparel product complaint cases filed with the Korea Consumer Agency between 1997 and 2009. In regards to consumer liability: it was found that more incidents of failures due to carelessness were reported among men's clothes, knitted garments, cotton clothes, polyester clothes, wool blend clothes, pants, shirts, sportswear, and laundry only clothes. In regards to dry cleaner's liability: women's goods, woven clothes, silk clothes, cotton blend clothes, jackets, shirts and hanbok, and dry clean only clothes indicated problems more frequently. In regards to manufacture's liability: women's clothes, woven clothes, wool clothes, silk clothes, wool blend clothes, polyester blend clothes, formal dress clothes, jackets, hanbok, and dry clean only clothes indicated problems more frequently. This study provides consumers with information necessary to take preventive measures and basic information that can be utilized to improve the quality of production and services by understanding the sources of dissatisfaction, type of clothes found with problems, and the main causes of consumer complaints for garment products according to who is liable.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1996년도 하계학술대회 논문집 C
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• pp.1825-1827
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• 1996

In this study, the Joint of 345kV OF $1C{\times}2000mm^2$ cable was developed to keep up with the trends that need higher-voltage & capacity underground transmission line. The type of joint developed was based on the two kinds of models that have had a good reliability internationally. The mechnic and electric characteristics of the sample specimen was managed in detail when it was manufactured and estimated. Especially, in order to prove the reliability of usage for 30 years, the method of long term aging test was studied. As a result of test, we knew that the joint developed had a good performance. From this study, it can be thought that future ultra-high voltage underground transmission line could be constructed by domestic technology.

• 한국환경복원기술학회지
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• 제8권1호
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• pp.27-36
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• 2005

Geosynthetic reinforcements may be damaged during its installation in the filed. The installation damage mainly depends on two factors such as materials used and construction activities. This paper describes the results of a series of field tests, which are conducted to assess the installation damage of geogrid according to different maximum grain sizes of fills (40, 60, and 80 mm). These tests are done in three sites for twelve different kinds of geogrids. After field tests, the changes in tensile strength of the geogrids is determined from wide width tensile tests using both damaged and undamaged specimens. In the results of tests, tensile strength of the relatively flexible geogrids after field installation tests was decreased about from 20% to 40% according to the increment of the maximum grain size. On the other hand, for the relatively stiff geogrids, the loss of the tensile strength after site installation was examined below 5.2% independent of the maximum grain size of the soils. The results of this study show that the installation damage significantly depends on the stiffness of geogrid and is more obvious to a flexible geogrid and a fill material having higher maximum grain size.