• Korean Journal of Crystallography
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• v.9 no.2
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• pp.85-91
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• 1998

고주파 마그네톤 스퍼터법을 이용하여 ZnO 박막 증착시, 증착 조건, 증착 후 표면스퍼터 및 열처리 분위기에 따른 ZnO 박막의 표면조직과 전기적 특성을 분석하였다. ZnO 박막의 면저항은 500℃에서 행한 증착후 열처리의 분위기에 따라 수 GΩ/ㅁ에서 수 KΩ/ㅁ까지 변하였다. 이들 박막의 전하운반자 농도는 1015∼1018/㎤이었으며, 이동도는 10∼40㎠Vsec이었다. 특정한 스퍼터 조직에서 박막의 표면을 스퍼터할 경우 박막 표면적이 증가하였으며, 이러한 박막의 분위기 열처리에 민감한 반응을 보였다. 증착한 박막과 증착후 열처리한 박막의 화학조성 비교를 통하여, 박막의 원자결함 유형 및 전기적 특성을 미치는 이들의 영향에 관한 고찰을 하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2004.05a
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• pp.289-292
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• 2004

원자력발전소 MMIS(Man-Machine Interface System)는 발전소 공정과 관련 장비들을 감시 및 제어하고, 필요시에 보호기능을 수행함으로써 발전소를 안전하고 신뢰성 있게 운전할 수 있도록 지원하고 있다. 그러한 MMIS의 설계에 소프트웨어기반의 컴퓨터 기술이 사용된 경우, 그 설계를 구현하기 위해 사용된 소프트웨어가 설계 및 프로그래밍 오류에 취약하여, 공통유형의 소프트웨어 오류로 인해 하드웨어로써 구축된 다중성 설계를 파기시킬 수 있기 때문에 원자력 발전소의 안전 및 안정 운전과 직결되게 된다. 또한 소프트웨어는 설계공정 결함이 일반적으로 최종 결과물에서 확인될 수 있다는 점 때문에 확인 및 검증기술을 정립하고 체계적인 적용이 필수적이다. 이에 따라 본 논문에서는 현재 설계를 진행중인 SMART(System-integrated Modular Advanced ReacTor) MMIS 소프트웨어를 개발하기 위해 적용되는 확인 및 검증 규제요건을 분석하고, 소프트웨어 개발생명주기에 따른 확인 및 검증을 체계적으로 수행하기 위한 프레임웍을 제시한다.

• Asia Marketing Journal
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• v.4 no.4
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• pp.1-27
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• 2002

본 연구는 Critical Incident Technique(CIT)를 이용하여 음식점에서 서비스 실패를 야기하는 결정적인 사건과 서비스 실패/복구수준과의 관계를 고찰해 보았다. 이와 더불어 불만족한 고객을 만족한 고객으로 전환시키는 데에 중요한 역할을 하는 고객이 바라는 복구와 점포 개선사항을 추가로 제시함으로써 실용적인 마케팅 접근을 시도하였다. 본 연구에서는 고객 불만족 원인이 서비스상품의 결함에 대부분 기인한다는 Hoffman et al. (1995)과 Tax et al. (1998)의 결과와는 달리 서비스 실패를 일으키는 주원인은 서비스제공자에게 있다는 흥미로운 결과를 얻을 수 있었다. 그 동안 국내의 많은 서비스관련 연구들이 서비스 만족과 불만족에 대해 양적 (quantitative)으로 접근한 것과는 달리 본 연구는 질적(qualitative) 접근을 시도하였다. 또한 본 연구는 CIT를 이용한 최초의 서비스 복구에 대한 연구이며, 기존의 연구들이 단순히 서비스 실패의 유형을 범주화하고 복구의 종류를 알아보는 것에 그치고 있는 데 반해 본 연구에서는 고객이 바라는 복구종류와 서비스 제공자의 개선 사항, 서비스 실패를 경험한 고객들의 구전활동에 관한 조사결과와 전략적 시사점도 함께 제시함으로써, 일선 관리자들이 본 연구의 결과를 기업의 마케팅전략 수립에 효과적으로 활용이 가능하다는 점에서 그 의의가 크다고 할 수 있다.

• Korean Journal of Construction Engineering and Management
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• v.6 no.6 s.28
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• pp.160-170
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• 2005

Because designers want to express various elevation, architectural concrete has recently paid attention to finish material and has increasingly used in the construction. architectural concrete needs more careful and professional supervision works such as controling quality of color, texture, construction plan, and design plan. none the less, It is not clear to define process and manage methods for the construction life-cycle, which causes the expense to increase and the quality to be poor. this study will analyze concrete finish method by dividing three parts which are common, exposed and architectural concrete finish method. definition and the limit of application in architectural concrete finish method will be present by comparing three methods. Throughout an interview with a staff in charge and a case study, this paper shows the requirement and the keynote of management which are divided by three steps; the design, construction and maintenance. finally, this research provides management methods of individual steps for effective construction.

• Tunnel and Underground Space
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• v.11 no.3
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• pp.217-224
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• 2001

Rock masses are usually discontinuous in nature due to various geological processes and contain rock joints and bridges. Crack propagation and coalescence processes in rock bridge mainly cause rock failures in slopes, foundations, and tunnels. In this study, we focused on the crack initiation, propagation and coalescence process of rock materials containing two pre-existing open cracks arranged in different geometries. Specimens of 120${\times}$60${\times}$25 mm in size, which were made of Yeoman Marble, were prepared. In the specimens, two artificial cracks were cut with pre-existing crack angle ${\alpha}$, bridge angle ${\beta}$, pre-existing crack length 2c and bridge length 2b. Wing crack initiation stress, wing crack propagation angle, and crack coalescence stress were measured and crack initiation, propagation and coalescence processes were observed during uniaxial compression. Crack coalescence types were classified and analytical study using Ashby and Hallam model (1986) was performed to be compared with the experimental results.

• Journal of KIISE:Computer Systems and Theory
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• v.31 no.12
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• pp.692-703
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• 2004

Communication induced checkpointing (CIC) is one of the checkpointing techniques to provide fault tolerance for distributed systems. Independent checkpoints that each distributed process produces without coordination are likely to be useless. Useless checkpoints, which cannot belong to any consistent global checkpoint sets, induce nondeterminant rollback. To prevent the useless checkpoints, CIC forces processes to take additional checkpoints at proper moment. The number of those forced checkpoints is the main source of failure-free overhead in CIC. In this paper, we present two new CIC protocols which satisfy 'No Z-Cycle (NZC)'property. The proposed protocols reduce the number of forced checkpoints compared to the existing protocols with the drawback of the increase in message delay. Our simulation results with the synthetic data show that the proposed protocols have lower failure-free overhead than the existing protocols. Additionally, we show that the classical 'index-based checkpointing' protocols are inefficient in constructing the consistent global cut in distributed executions.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.4
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• pp.68-76
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• 2016

The present study proposes the definition of service life and the end-of-life criterion for bridge maintenance. Bridges begin to deteriorate as soon as they are put into service. Effective bridge maintenance requires sound understanding of the deterioration mechanism as well as the expected service life. In order to determine the expected service life of a bridge for effective bridge maintenance, it is necessary to have a clear definition of service life and end-of-life. However, service life can be viewed from several perspectives based on literature review. The end of a bridge's life can be also defined by more than one perspective or performance measure. This study presents definition of service life which can be used for bridge maintenance and the end-of life criterion using the performance measure such as a damage score. The regression model can predict an average service life of bridges using the proposed end-of-life criterion.

• The Journal of the Korea institute of electronic communication sciences
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• v.16 no.1
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• pp.53-60
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• 2021

High voltage CV cables have been widely installed underground due to their convenience and urban aesthetics. However, cable accidents have occurred frequently owing to poor construction and natural degradations. This paper proposes the method to measure the multi parameter measurement for optimum diagnostics of high voltage cable connection parts and verifies its technical usefulness. This measurement is intended to diagnose degradations of cable connection parts by using simultaneous vibration and thermography as well as partial discharge(PD). The experiment in a shielded laboratory was carried out to verify the usefulness of the multi parameter measurement. The experiment defined the degradation of the cable connection part as 12 types, and produced each degradation sample. As a result of experiment, it was possible to check the correlation of vibration signals with regard to progress in some defects. In the case of thermography, the coherence with regard to the progress of some defects was found. We figure that the proposed method would be useful also in the noise environment.

• Journal of the Korea Society of Computer and Information
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• v.14 no.5
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• pp.167-174
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• 2009

The meaning of Database in order to manage the data which is huge in the meeting of the record which logically had become the fire tube or file 'efficiently' is widely used from the place which controls a many double meaning data. Like this data base it creates, it manages, the programs which send an answer back according to demand of the user as DBMS it calls. Like this it will be able to grasp the quality level of the data base software product which is important index from the research which index it buys it defined. Also, in order to produce the result of index it selects the collection item which is necessary and collection and analysis it leads and what kind of defect types occur substantially mainly, and it confirmed and the test and evaluation model in about data base software and a tentative instance it developed it analyzed.

• The Transactions of the Korea Information Processing Society
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• v.13 no.3
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• pp.130-139
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• 2024

Artificial intelligence models are being used to detect facility anomalies using physics data such as vibration, current, and temperature for predictive maintenance in the manufacturing industry. Since the types of facility anomalies, such as facility defects and failures, anomaly detection methods using autoencoder-based unsupervised learning models have been mainly applied. Normal or abnormal facility conditions can be effectively classified using the reconstruction error of the autoencoder, but there is a limit to identifying facility anomalies specifically. When facility anomalies such as unbalance, misalignment, and looseness occur, the facility vibration frequency shows a pattern different from the normal state in a specific frequency range. This paper presents an N-segmentation anomaly detection method that performs anomaly detection by dividing the entire vibration frequency range into N regions. Experiments on nine kinds of anomaly data with different frequencies and amplitudes using vibration data from a compressor showed better performance when N-segmentation was applied. The proposed method helps materialize them after detecting facility anomalies.