• Proceedings of the Korea Information Processing Society Conference
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• 2012.04a
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• pp.1051-1053
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• 2012

SCADA, DCS, PLC 등 산업제어시스템은 전기, 수도, 수송, 가스 및 석유와 같은 국가기반시설의 감시 및 제어를 통해 위험의 조기 예측, 대응, 각 공정의 품질 향상 등에 기여하고 있다. 산업제어시스템은 HMI(Human Machine Interface), 이력 데이터베이스, 각 센서 H/W 및 S/W 기술로 구성되는데, 그 중 이력 데이터베이스는 실시간으로 들어오는 디지털 및 아날로그 형태의 이력 데이터에 대한 효과적으로 처리하기 위한 주요 요소이다. 현재, 국내에서는 히스토리안 등 주로 외산 제품에 의존하고 있어 이에 대한 기반 기술 연구 및 관련 산업화가 요구된다. 또한, 이력 데이터베이스의 종류 및 특성에 대한 연구가 선행되어야 한다. 본 논문에서는 산업제어시스템에 주로 적용된 이력 데이터베이스들에 대해 자세히 살펴보고, 일반적으로 사용되는 데이터와 산업제어시스템에서 사용하는 이력 데이터와 트랜잭션의 특징을 살펴봄으로써 산업제어 응용에서 요구되는 이력 데이터베이스가 어떤 모습을 갖추어야 할 지에 대한 이해를 높이고자 한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.1
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• pp.72-84
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• 2016

The conventional brace system is generally accepted as the lateral load resisting system for steel structures due to efficient story drift control and economic feasibility. But lateral stiffness of the structure decreases when buckling happens to the brace in compression, so that it results in unstable structure with unstable hysteresis behavior through strength deterioration. Buckling restrained brace(BRB) system, in which steel core is confined by mortar/concrete-filled tube, represents stable behavior in the post-yield range because the core's buckling is restrained. So, seismic performance of BRB is much better than that of conventional brace system in point of energy absorption capacity, and it is applied the most in high seismicity regions as damper element. BRBs with various shaped-sections have been developed across the globe, but the shapes experimented in Korea are now quite limited. In this study, we considered built-up type of restraining member made up of precast reinforcement concrete and the steel core. we experimented the BRB according to AISC(2005) and evaluated seismic performances and hysteresis characteristics.

• Asia-Pacific Journal of Business Venturing and Entrepreneurship
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• v.9 no.5
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• pp.95-101
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• 2014

With the evocative interests in food safety, food traceability has been spotlighted by researchers as well as consumers. However, food traceability systems are not yet in reality even though there are continuous needs from market. Also, studies about food traceability focus on technical aspects without considering the spectrum of the adoption. In this study, we chose ginseng whose traceability systems are not easily adopted. Innovation-resistance model is employed to find out factors affecting either adoption, resistance or both. As results, we find out the followings. First, relative benefits and reasonableness of cost do not affect adoption and resistance of innovation. Second, there is difference between continuously resisting group and adoption-postponing group.

• Proceedings of the Materials Research Society of Korea Conference
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• 1999.11a
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• pp.27-27
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• 1999

• International Journal of Highway Engineering
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• v.8 no.2 s.28
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• pp.95-104
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• 2006

Hysteresis is a common feature exhibited in hydraulic properties of an unsaturated soil. This study focuses on hysteresis observed in a compacted weathered granite subgrade soils based on the pressure plate laboratory tests. It was found that the Soil-Water Characteristics Curve of a soil is hysteretic and unique. The results also show that the wetting and drying curves predicted using the Fredlund and Xing model is quite close to the laboratory-measured results. For a specific matric suction, water content or coefficient of permeability on a wetting curve is always lower than those found on a drying curve.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.25-28
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• 2008

Generally, reinforced concrete structures exposed to the outside temperature are affected by freezing and thawing process during winter and early spring. These freezing and thawing process can lead to the reduction in durability of concrete as cracking or surface spalling. This paper is to study the hysteretic behavior of RC beams exposed to freezing and thawing under cyclic loadings. To compare the difference in hysteretic behavior of RC Beams, limited tests were conducted under different types of damage and freezing and thawing cycles. For this purpose, six specimens were tested. It is thought that experimental results will be used as basic data to evaluate hysteretic behavior of RC beams exposed to freezing and thawing.

• Computational Structural Engineering
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• v.5 no.4
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• pp.13-23
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• 1992

본 소고는 철근콘크리트 구조물에 관련된 현재의 실험적, 해석적 연구의 수준을 정리 요약한 것으로서 이력모델에 따른 철근콘크리트 구조물의 응답과 모델의 선택시에 빈번히 만나게 되는 문제점 및 해석시 응답모델의 선택 등에 대해 기술하였다. 실제적으로 R/C 구조물의 비선형 이력모델은 그 범위가 매우 넓고 다양하기 때문에 일률적으로 설명하기가 매우 어려운 점이 있다. 여기서는 철근콘크리트 구조물의 이력모델의 종류 및 범위에 대하여 소개하고 그 특성 및 형성과정에 대해 간략하게 설명하기로 한다.

• Journal of the Korean Magnetics Society
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• v.8 no.4
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• pp.224-230
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• 1998

The relationships between R-H curves of gaint magnetoresistance (GMR) spin valve trilayer films and M-H curves of each magnetic layer consisting of the trilayer films were analyzed and simple formula representing the relations between the curves were suggested for theoretical analysis and study of magnetoresistance (MR) in those films, especially where the MR is from the difference of coercivity. Using two kinds of NiFe/Cu/Co films, which had been deposited on Cu(50 $\AA$)/Si(111, 4$^{\circ}$ tilt-cut) and Cu(50 $\AA$)/glass, R-H and M-H curves were measured and compared with the calculated ones, which were obtained by appying the M-H curves of single NiFe and Co films, deposited on the same substrates, to the previously reported single-domain and multi-domain models. The calcuated ones were well consistent with the measured ones and the suggested simple relationships between R-H and M-H curves are thought to be very useful for the deep understanding of MR behavior and the reasonable approach to improve MR properties in GMR spin valve trilayer films.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.1467-1468
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• 2011

본 논문에서는 전력케이블 절연 코어의 열이력을 추정하기 위해 DSC를 이용한 열 이력 분석을 진행하였다. 일반적으로 전력케이블 절연코어에 인가된 열이력은 온도이력, 시간에 따라 그 열적거동이 달라지며, 이러한 특성을 이용하여, 제조공정 이력 및 운영시 부하온도 추정이 가능하다. 현재까지 보고된 열이력 추정연구는 XLPE절연체에 국한 되어 있으며, 온도 이력과 시간이 열적거동에 미치는 영향 및 반도전층 자재까지 확대하여 적용한 사례는 거의 보고되어 있지 않다. 본 논문에서는 DSC 모의실험을 통한 절연코어 샘플에 대하여, 열이력 추정 분석법의 유효성을 평가할 수 있었다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.5A
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• pp.833-840
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• 2006

In design of steel column member using TMCP steels, hysteretic behavior characteristics of steel column must be clarified. To predict hysteretic behavior of steel column using TMCP steels, a cyclic plasticity model is necessary which can consider the mechanical characteristics and stress-strain relationship of TMCP steels. In this paper, a cyclic plasticity model of SM490-TMC was formulated based on monotonic and cyclic loading tests. The formulated cyclic plasticity model was applied to 3-dimensional finite element analysis. Hysteretic behavior characteristics of steel circular column and H-section column using SM490-TMC was presented by carrying out numerical analysis. Also, influence of SM490-TMC on hysteretic behavior of steel column was presented by comparing analysis results both SM490 and SM490-TMC steel column.