• Proceedings of the Korean Vacuum Society Conference
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• 한국진공학회 2013년도 제44회 동계 정기학술대회 초록집
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• pp.607-607
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• 2013

차세대 비휘발성 메모리 소자로서 각광받고 있는 저항 변화 메모리(resistive switching random access memory; ReRAM) 소자는 속도가 빠르고, 에너지 소모가 적으며, 고집적화를 이루기 용이하다는 강점을 보유하고 있다. 지금까지 저항변화 물질의 최적화를 위해 매우 다양한 물질들이 연구되고 있으며, 그 물질에 따라 스위칭 메커니즘 및 동작 방법이 다르게 보고되어 왔다. 하지만 저항변화 메모리의 스위칭 거동은 전형적인 전기적 제어 조건으로부터 구현되었기 때문에 한정된 소자 특성을 나타낼 수밖에 없었다. 본 연구에서는 새로운 메모리 제어 조건으로 빛을 이용함으로써 한정된 소자 특성으로부터 벗어나고자 하였다. 저항 변화 물질로 잘 알려진 ZnO를 표면적이 넓은 형태로 합성하기 위하여 hydrothermal 방법으로 FTO 기판 위에 수직하게 배열된 ZnO 나노와이어를 형성하고 그 위에 Au 상부 전극을 형성하여 금속-절연체-금속 소자 구조를 제작하였다. 본 연구에서는 전형적인 전기적 제어 조건에 더불어 빛의 입사 유무 조건을 바꿔가면서 Au/ZnO 나노와이어/FTO 소자의 저항 변화 특성을 평가 하였을 뿐만 아니라 전기적 인가 없이 오직 빛만으로 두 가지 안정한 저항 상태를 반복적으로 전환하는 특성을 유도하였다. 본 결과를 바탕으로 필라멘트 이론에 기초한 저항 변화 메커니즘을 설명하는 모델이 제시되었다.

• Journal of the Korean Society for Railway
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• 제6권1호
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• pp.29-40
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• 2003

In this study, the three dimensional pile-soil dynamic interaction analysis of the railway bridge pile foundation was performed using SASSI 2000 program and the applicability of SASSI 2000 about an evaluation of the seismic stability of a pile foundation was examined. The numerical analysis was executed on the two site of actual construction and input properties such as the acceleration of bedrock were estimated by one dimensional seismic response analysis using the Pro-SHAKE. Consequently, all the piles of the subject of investigation showed that displacement occurred within a permitted limit and the shear force and moment largely occurred at the point where the soil stiffness varied rapidly.

• Proceedings of the Korean Geotechical Society Conference
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1218-1231
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• 2008

Recently the energy dependence of LNG resource is being increased. So the enlargement of LNG storage is constructed in the coastal area. Most of LNG tanks are constructed below the ground level, and thus the hydraulic uplift pressure could be a problem against the weight of tank structure. Specifically, the settlement of foundation soil in the LNG tank is also important in the aspect of safety. The low temperature around LNG tank is induced the ground freezing and hence increasing the soil volume and earth pressure. The additional lateral earth pressure due to ground freezing could be applied to the LNG tank. In this study, the stability of LNG storage tank was evaluated with consideration of freezing earth pressure by using computer program TEMP-W.

• Proceedings of the Korea Water Resources Association Conference
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• 한국수자원학회 2010년도 학술발표회
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• pp.1058-1062
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• 2010

최근 하천정비 사업은 하천의 치수, 이수적인 기능뿐만 아니라 자연 친화적인 기능을 고려하여 하천을 조성하기 위한 노력들을 많이 하고 있다. 그 결과 기존 콘크리트 호안을 자연형 호안으로 바뀌어 생태계 복원 및 접근성을 높이고, 직선형 하도를 사행하는 자연형 하도로 바꾸는 등의 다양한 하천복원 사업들을 실시하고 있다. 하지만 하천복원에 따른 유지관리를 위한 하천복원공법들에 대한 모니터링과 복원사업에 대한 효과 분석이 제대로 이루어지지 못하고 있다. 따라서 하천복원 전, 후에 대한 모니터링과 평가를 위한 연구가 필요하다. 이에 본 연구에서는 2001년에 시작하여 2006년 12월에 복원 사업이 완료된 오산천 하천환경 정비사업에 적용된 복원 공법들의 수리학적 모니터링을 통해 복원 후의 효과 및 문제점들을 평가하였다. 우선 수리학적 모니터링의 일반적인 사항으로 강우량 및 홍수량 측정, 하상변동 분석, 하상재료 분석 그리고 항공영상 분석을 수행하였다. 또한 복원 공법에 대한 수리학적 모니터링은 호안의 수리학적 안정성 평가, 어도의 기능 평가, 저수로내에 설치된 인도교 주변과 목교의 수리학적 영향을 분석하였다. 모니터링 결과 복원 후 일부 목교 주변과 자연형 호안 중 일부는 침식되었으며, 하중도 하류부에는 퇴적이 발생한 것을 확인하였다. 금곡취수보에 설치된 어도는 자체안전성에는 문제가 없었으나, 어류 소상을 위한 기능을 다하지 못하는 것으로 확인되었다. 또한 상류 하천정비로 인해 하류에 퇴적이 많이 되어 있는 것을 확인하였다. 이와 같은 적용 공법별 수리학적 모니터링 결과는 복원 공법에 대한 모니터링 및 평가를 위한 지침서 작성을 위한 기초자료로 사용될 것으로 기대된다.

• Korean Journal of Food Science and Technology
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• 제39권2호
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• pp.138-145
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• 2007

The effects of amylopectin and hydrocolloid (locust bean gum and guar gum) content on wheat flour dough and noodle properties were investigated. As the amount of amylopectin increased, the water absorption rate (farinograph), the tension (tension test), the gel stability (freeze-thawing treatment), and the springiness and the cohesiveness (TPA) increased, but the pasting temperature (RVA), the lightness and yellowness (color measurement), and the hardness (TPA) tended to decrease. In sensory evaluations, the scores for cohesiveness, springiness, and acceptability of cooked noodle increased as the proportion of amylopectin increased. The proper combination of amylose/amylopectin ratio and hydrocolloids improved the freeze-thaw stability and the sensory acceptability of wheat flour dough and noodle.

• Journal of the Korean GEO-environmental Society
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• 제15권9호
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• pp.37-45
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• 2014

An embedded length of monopile caused by a scouring should be evaluated to monitor the stability of offshore foundations, because offshore foundations are affected by horizontal load. The objective of this study is to evaluate the scouring around offshore foundation by using electrical resistivity and to estimate ground stiffness by using shear wave tomography. The electrical resistivity profiles and shear wave tomography were measured according to the scour depth of model ground prepared with sand and cement. Several electrodes and bender elements were used to measure the electrical resistivity and shear waves, respectively. The electrode sets are attached on the monopile surface and bender elements are arranged in $7{\times}7$ arrays by using nylone frames. The electrical resistivity profiles and shear wave tomography are acquired by laboratory experiment. Maximum scour depth was estimated by electrical resistivity profiles and the ground stiffness of model ground was estimated by shear wave tomography. This study suggests that the electrical resistivity profiles and shear wave tomography may be useful for monitoring the stability of the offshore foundations.

• Journal of the Korean Society of Hazard Mitigation
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• 제11권3호
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• pp.219-228
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• 2011

In this paper, the design procedure of substructure of the steel-type breakwater was described and the actual foundation design was performed for the test bed. The site investigation was executed at the Osan-port area, in Uljin, Gyeongbuk, where the steeltype detached breakwater is constructed. The foundation mainly depends on the lateral load and uplift force due to the wave force. Since the superstructure is stuck out about 9.0m from the ocean bed, the foundation must resist on the lateral force and bending moment. After considering various factors, the foundation type of this structure was determined by the steel pipe pile(${\varphi}711{\times}t12mm$). On the stability of pile foundation, the safety factors of the pile on the compressive, lateral and uplift forces were grater than the minimum factor of safety. The displacements of pile under the working load were evaluated as the values below the permissible ones. Based on the subgrade reaction method, we evaluated the relationship of subgrade reaction and displacement for the lateral and the vertical directions in the layers. The structural analyses along with the foundation were perfomed and the effect of pile foundations were compared quantitatively.

• Proceedings of the KIEE Conference
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• 대한전기학회 2015년도 제46회 하계학술대회
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• pp.1621-1622
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• 2015

765 kV 가공송전선로의 안정성 관련으로 전기설비기술기준 제36조제1항 및 동 기준의 판단기준 제126조제4항제7호에 대하여 전선, 애자련, 강재, 송전철탑 및 기초에 대한 현행 기준 적정성을 검토하였다. 검토의 목적은 현재 765 kV 가공송전선로의 내력 크기를 파악하는 것이고 그 과정에서 전기설비기술기준의 개선 사항을 도출하는 것이다. 검토 방법은 현행 전기설비기술기준을 기준으로 했을 때, 한전의 765 kV 송전선로의 여유도(크기)을 파악하고, 또한 해외 기준과 비교를 통하여 우리나라 전기설비기술기준의 적정성을 평가하고자 하였다. 검토 자료는 국내 765 kV Ca-32p형 샘플설계도, 한전 관련 시방서, 국내 전기설비기술기준, 일본 전기설비기술기준 및 일본전기학회의 [송전용 구조물 설계 표준, JEC-127-1979]이다. 향후 다른 철탑형들의 추가 검토와 미국 및 유럽의 기준들과 대비 분석을 진행할 예정이다.

• Food Science and Preservation
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• 제31권3호
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• pp.444-451
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• 2024

This study aimed to investigate the characteristics of protein hydrolysates derived from defatted egg yolk using various proteolytic enzymes and compare the antioxidant activity of the resulting hydrolysates. The defatted egg yolk powder was subjected to enzymatic hydrolysis using four different proteases (alcalase, bromelain, flavourzyme and neutrase), and the resulting hydrolysates were evaluated for their antioxidant properties. Through analysis of available amino group contents and sodium dodecyl sulfate-polyacrylamide gel electrophoresis, it was observed that the defatted egg yolk powder treated with alcalase, flavourzyme, and neutrase for 12 h exhibited a high degree of hydrolysis value. Based on the RC₅₀ values obtained from two different antioxidant analyses, all hydrolysates showed comparable antioxidant activity, except for the alcalase hydrolysate, which demonstrated notably higher scavenging activity against hydrogen peroxide than the other hydrolysates. These findings suggest the potential of protein hydrolysates from defatted egg yolk, a by-product of lecithin extraction, as natural antioxidants.

• KSCE Journal of Civil and Environmental Engineering Research
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• 제35권2호
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• pp.361-375
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• 2015

An energy pile is one of the novel ground heat exchangers (GHEX's) that is a economical alternative to the conventional closed-loop vertical GHEX. The combined system of both a structural foundation and a GHEX contains a heat exchange pipe inside the pile foundation and allows a working fluid circulating through the pipe, inducing heat exchange with the ground formation. In this paper, a group of energy piles equipped with parallel U-type (5, 8 and 10 pairs) heat exchange pipes was constructed in a test-bed by fabricating in large-diameter cast-in-place concrete piles. In addition, a closed-loop vertical GHEX with 30m depth was constructed nearby to conduct in-situ thermal response tests (TRTs) and to compare with the thermal performance of the cast-in-place energy piles. A series of thermal performance tests was carried out with application of an artificial cooling and heating load to evaluate the heat exchange rate of energy piles. The applicability of cast-in-place energy piles was evaluated by comparing the relative heat exchange efficiency and heat exchange rate with preceding studies. Finally, it is concluded that the cast-in-place energy piles constructed in the test-bed demonstrate effective and stable thermal performance compared with the other types of GHEX.