• Proceedings of the KIPE Conference
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• 2012.07a
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• pp.124-125
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• 2012

본 논문은 변압기나 리액터의 코어에서 국부적 자속포화 현상을 이용하여 코어에 공극(Air Gap)을 추가하는 효과와 동일한 효과를 거두는 것은 물론 자속포화를 일으키는 전류를 제어함으로써 주코일의 자속이 자속 포화 곡선상에서 선형영역과 비선형영역을 모두 포괄하여 제어할 수 있도록 함을 목적으로 한다. 제안하는 기술적 사상의 효과 및 타당성은 간단한 실험을 통해 증명하였다.

• Journal of the Korean Wood Science and Technology
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• v.2 no.2
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• pp.5-7
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• 1974

1. This study indicates that above the fiber saturation point the drying rate can be increased with increasing the velocity of the air circutation, i.e., the drying rate of sample boards is proportional to the air velocity, but below the fiber saturation point, the effect of the velocity of air circulation is very low as shown in Figs. 1 and 2. 2. Under the controlled temperature and humidity in the kiln, the more the sample boards have moisture, the higher drying rate of it can be obtained. In other words, this means that even though in the case of drying various moisture content of wood, at the final drying stage, approximately the same percentage of moisture content of wood can be secured by employing the higher velocity of air circulation. 3. This study shows that the rate of drying in kiln changes distinctly at the fiber saturation point, i, e., above the fiber saturation point, the drying curve shows concave aginst the X axsis, but below the fiber saturation point, in the range from 30 percent of moisture content to 20 percent of moisture content, the curve shows convex as shown in Fig. 3. As the drying progresses, however, the drying curve shows concave again below 20 percent of moisture content. This means that inflection point of drying curve may be located clearly at the fiber saturation point, i.e., 30 percent of moisture content. As mentioned above, the 30 percent of moisture content of wood at which the inflectional point appears can be recognized as a critical point, i. e., the fiber saturation point at which all free water was removed from wood. The existence of inflectional point indicates that the evaporation of hygroscopic water in a cell wall is more difficult than the evaporation of free water in a cell cavity and the minor space of cell wall. The convex curve in the range of moisture content from 30 percent to 20 percent means that the evaporation of capillary condensed water has a tendency of the same rates of drying approximately, but as approaching to the 20 percent of moisture, the transfusion of moisture from wood becomes difficult because of having less moisture in cell wall. Below 20 percent of moisture content, the drying curve shows concave again, which means that it is difficult to remove the moisture located nearer to the surface of cellulose molecules and the surface bound water. These relations were revealed in Fig. 4. In comparison AC curve which does not have the two inflection points with BD curve which has two inflection points, i.e., Band D, they are mentioned already, by existence of the inflection points, the curve BD shows that the change of drying rate in the interval from 20 percent of moisture content to 30 percent of moisture content is not greater than in the case of the curve AC in the same interval. At the inflection point of 30 percent of moisture content, it can be noticed that the changing of the drying rate is very conspicuous. This phenomenon also can be recognized, as it is noticed by the Fig. 3, the drying rate from green to 30 percent of moisture content is very great. But the inclination of the curve is very slow from 30 percent of moisture content to 20 percent of moisture content, i.e., the inclination of the curve becomes almost horizontal lines. Acknowledgments Gratitude is expressed to Fred E. Dickinson, Professor of 'Wood Technology, School of Natural Resources, University of Michigan, USA for his suggestion to carry out this study.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2007.11a
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• pp.161-163
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• 2007

본 연구에서는 표시방전 유지펄스의 개수와 폭의 변화에 따른 표시방전의 휘도특성을 측정하였다. 실험결과, 1TV 필드 동안 인가되는 표시방전 유지펄스의 개수가 증가할수록 휘도는 완만한 포화곡선을 나타내며 증가하였고 펄스의 폭은 좁아질수록 휘도가 증가하였다. 그리고 펄스폭에 대한 휘도의 증가 정도는 펄스의 개수가 증가할수록 커졌다. 그러나 하나의 펄스에 대한 휘도는 오히려 감소하므로 표시방전 유지펄스의 개수나 폭을 늘리는 데는 한계가 있음을 알았다.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2008.10a
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• pp.129-132
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• 2008

손목에 착용하여 맥파와 산소포화도 등의 정보를 측정할 수 있는 유비쿼터스 광센서를 개발하였다. 유비쿼터스 광센서의 SNR의 향상을 위해 660nm의 LD와 904nm의 LD를 사용하였으며, 2종류의 LD는 각각 PD를 중심으로 $120^{\circ}$로 배치하였다. 또한 정확한 신호의 측정 및 분석을 위해 LabVIEW를 사용하였다. 제작된 광센서는 정확한 맥박 및 산소포화도의 측정이 가능하였으며 Beer-Lambert 곡선과 부합하여, 구성 및 설계가 정확함을 알 수 있다.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.40 no.1
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• pp.1-10
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• 2003

Device characteristics of the Metal-Ferroclecric-Semiconductor FET(MFSFET) are simulated in this study. The field-dependent polarization model and the square-law FET model are employed in our simulation. C-V$_{G}$ curves generated from our MFSFET simulation exhibit the accumulation, the depletion and the inversion regions clearly. The capacitance, the subthreshold and the drain current characteristics as a function of gate bias exhibit the memory windows are 1 and 2 V, when the coercive voltages of ferroelectric are 0.5 and 1 V respectively. I$_{D}$-V$_{D}$ curves are composed of the triode and the saturation regions. The difference of saturation drain currents of the MFSFET device at the dual threshold voltages in I$_{D}$-V$_{D}$ curve is 1.5, 2.7, 4.0, and 5.7 ㎃, when the gate biases are 0, 0.1, 0.2 and 0.3V respectively. As the drain current is demonstrated after time delay, PLZT(10/30/70) thin film shows excellent reliability as well as the decrease of saturation current is about 18 % after 10 years. Our simulation model is expected to be very useful in the estimation of the behaviour of MFSFET devices.T devices.

• Proceedings of the Korea Water Resources Association Conference
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• 1990.07a
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• pp.49-52
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• 1990

강우강도가 큰 집중호우가 지표면에 도달하게 되면 강우량중 상당 부분이 수문학적 손실성분인 침수, 증발산, 차단 및 저류등으로 시간에 따라 분포된다. 이 가운데 지표면에 분포된 식생계 및 낙엽등에 의한 차단(canopy interception effect)과, 지표가 포화시의 증발산(wetted environmental evapotranspiration) 및 각종 저류, 즉 지표면 저류(depression storage), 지표토양층에의 저류(retention storage) 성분 등을 들 수 있으며 이들 각 손실성분은 직접유출로 나타나는 초과우량의 발생시간을 지체시켜 주는 역할을 하나 차단성분 및 저류성분은 시간이 경과함에 따라 결국은 증발산 또는 침투성분으로 흡수된다. 따라서 침투성분은 초과우량 추정에 매우 큰 영향을 줄 뿐 아니라 지표면 아래의 흙의 변형을 야기시키며, 중간유출 및 지하수유출에 기여 한다. 대부분의 호우사상은 강우초기에 강우강도가 지표 흙의 침수계수(hydraulic conductivity)보다 작기 때문에 모두 각 손실성분에 의해 손실되며, 강우강도가 점차 커져 침수능을 초과하면 지표면에 순간적으로 물이 고이게 되는데 이것을 지표심수(surface ponding)라하고, 강우시작부터 이 때까지가 침수시간(ponding time)이 된다. 이 지표침수가 나타나는 순간이 곧 직접유출 시작 시간으로 볼 수 있을 뿐 아니라, 침수시간은 지표면의 물수지면에서 볼 때 초기손실량 및 침수율 결정에 중요한 인자가 된다. 본 연구에서는 각 손실 성분별로 유역의 제반 특성을 고려하여 구한 매개변수로부터 시간에 대한 손실율을 결정하여 산지 하천유역에 발생하는 부정강우사상(unsteady rainfall)의 초과우량을 추정하는 모델을 유도하였다. 대상유역으로는 현재 건설부에서 수행하고 있는 국제수문개발계획(IHP) 대표시험유역 가운데 평창강 수계내의 장평유역으로서, 본 유역은 자기 우량계 및 자기 수위계가 운용되고 있고, 인접 대관령 측후소로부터 기상자료를 획득, 이용할 수 있는 비교적 분석에 양호한 조건을 지닌 유역이다. 모델의 유도 과정은 대상유역 식생계로 피복된 산지유역임으로, 식생차단 저류효과를 고려해서 지표면의 흙에 도달되는 순강우주상도를 얻고 이로부터 침수시간 및 침투율을 결정해서 초과우량을 산정하는 모델을 유도하였다. 강우 지속시간내 즉, 유역이 완전 포화시의 증발산율의 결정은 Morton 모델로부터, 침수시간 및 침투율 결정은 Green-Ampt 방정식을 부정강우사상에 적용할 수 있도록 수정된 모델을 사용하였으며, 분석에 이용된 호우는 1986 ~ 1987년도 발생된 호우사상 가운데 강우강도 및 총 강우량이 비교적 큰 7개 강우사상을 선정하였다. 각 호우사상별로 손실율울 지표면에서 물수지개념을 이용하여 계산하고 산술지상에 구성시킨 결과는 다음 그림과 같다. 이 그림에서 굵은 실선으로 나타낸 곡선(B. L. R)은 각 손실을 곡선을 시간축에 따라 산술평균한 대표손실율곡선이다. 이 대표손실율곡선은 역지수함수형으로서 곡선식의 유도는 회기분석을 이용하였다. 초과우량 주상도를 얻기 위하여 이 대표손실을 곡선을 관측 강우주상도에 적용시켜 본 결과 식생계에 의한 차단 저류율은 약 6mm/hr 정도인 것으로 나타났으며, 이로 인한 침수시간 지체효과는 1~3시간 정도로서 비교적 그 영향이 큼을 알았다. 또한 각 호우사상별 침수시간 계산 결과 그 변동이 큰 것으로 나타났는데 이는 초기 강우강도에 민감하기 때문인 것으로 판단되낟. 한편 유역 포화시의 증발산율은 우기의 기상자료를 이용하여 구한 결과 0.05 - 0.10 mm/hr 의 범위로서 이로 인한 강우손실량은 큰 의미가 없음을 알았다.

• Journal of the Korean Geotechnical Society
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• v.35 no.11
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• pp.97-110
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• 2019

Piles that support offshore wind turbine structures are dominantly subjected to cyclic lateral loads of wind, waves, and tidal forces. For a successful design, it is imperative to investigate the behavior of the cyclic laterally loaded piles; the p-y curve method, in which the pile and soil are characterized as an elastic beam and nonlinear springs, respectively, has been typically utilized. In this study, model pile tests were performed in a 1 g gravitational field so as to investigate the p-y behaviors of cyclic laterally loaded piles installed in saturated dense silty sand. Test results showed that cyclic lateral loads gradually reduced the overall stiffness of the p-y curves (initial stiffness and ultimate soil reaction). This is because the cyclic lateral loads disturbed the surrounding soil, which led to the decrement of the soil resistance. The decrement effects of the overall stiffness of the p-y curves became more apparent as the magnitude of cyclic lateral load increased and approached the soil surface. From the test results, the cyclic p-y curve was developed using a p-y backbone curve method. Pseudo-static analysis was also performed with the developed cyclic p-y curve, confirming that it was able to properly predict the behaviors of cyclic laterally loaded pile installed in saturated dense silty sand.

• Journal of the Korean Institute of Telematics and Electronics
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• v.26 no.6
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• pp.38-47
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• 1989

A purely analytical model for HEMT's based on a two dimensional charge control simul-ation[4] is proposed. In this model proper treatment of diffusion effect of electron transport along a 2-DEG (two dimensional electron gas) channel is perfoemed. This diffusion effect is shown to effectively increase the bulk mibility and threshold voltage of the I-V curves compared to the existing models. The channel thickness and gate capacitance are expressed as functions of gate voltages covering subthreshold characteristics of HEMT's analytically. By introducing the finite channel opening and an effiective channel-length modulation, the solpe of the saturation region of the I-V curves ws modeled. The smooth transition of the I-V curves at linear-to-saturation regions of the I-V curves was possible using the continuous Troffimenkoff-type of field dependent mobility. Furthermore, a correction factor f was introduced to account for the finite transition section forming between a GCA and a saturated section. This factor removes large discrepancies in the saturation region of the I-V curve predicted by existing l-dimensional models.

• Journal of the Korean Institute of Intelligent Systems
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• v.16 no.5
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• pp.627-634
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• 2006

We have proposed the methods how to control the slope of CMOS inverter's characteristic and how to shift it in y axis. We control the MOS transistor threshold voltage for these methods. By observing that two transistors are in saturation region at the center of the CMOS inverter's characteristic, we have presented how to make the characteristic for one pole neuron. The circuit level simulation is used for verifying the proposed method. PSpice(OrCAD Co.) is used for circuit level simulation.

• Korean Journal of Agricultural and Forest Meteorology
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• v.2 no.4
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• pp.190-197
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• 2000

Anions such as C $l^{[-10]}$ , N $O_3$$^{[-10]}$ , S $O_4$$^{2-}$, P $O_4$$^{3-}$, and organic anions, that do not become a part of the clay mineral crystal lattice, are of considerable interest in soils which are a potential sink caused by acid rain. In this paper, elution of native sulfate and breakthrough curves (BTC) were obtained from miscible displacement of non-specifically or specifically adsorbed anions through non-saturated or saturated Bt soil of Chungwon series. The shape and position of the BTC's could be affected by adsoprtion and ion exchange onto the soil particle surfaces. Measured BTC's for oxalic acid under unsaturated and saturated conditions showed that less pore volumes were required to displace the native S $O_4$$^{2-}$S from the soil column, and that maximum detection limit of oxalic acid reached earlier than under unsaturated. The retarded BTC's to the righthand side could be attributed by different adsorption behavior of each anion, although BTC's may be influenced by the smaller order of velocity change. The alternate breakthrough and elution curves show the rapid approach to the maximum detection limit of C/Co = 1, compared to progressive tailing of elution curve to reach to C/Co = 0. The probable explanation for asymmetric elution patterns for both anion is that the anion was selectively adsorbed on the positively charged soil surface from the solution passing in the soil column. On the other hand, the variations of pH in effluent showed that pH was increased to 7 in the first 6 pore volume and then gradually decreased to pH 4.