• Journal of the Korean Institute of Telematics and Electronics C
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• v.35C no.6
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• pp.67-75
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• 1998

Although the nCE(n-th order cross-entropy) error function resolves the incorrect saturation problem of conventional EBP(error back-propagation) algorithm, the performance of MLP's (multilayer perceptrons) trained using the nCE function depends heavily on the order of the nCE function. In this paper, we propose an adaptive learning rate to make the performance of MLP's insensitive to the order of the nCE error. Additionally, we propose a limited error signal of output node to prevent unstable learning due to the adaptive learning rate. The effectiveness of the proposed method is demonstrated in simulations of handwritten digit recognition and thyroid diagnosis tasks.

• Journal of Advanced Navigation Technology
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• v.12 no.6
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• pp.627-633
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• 2008

In the case of traffic accidents, the broadcasting methods used in the mobile ad hoc network (MANET) cannot applied to transmit reliable message since moving high-speed in vehicular ad hoc networks (VANET) environments. In this paper, in order to guarantee transmitting reliable messages, we propose a collision avoidance method based-on directional antenna in VANET. In order to reduce interference from omni-broadcasting and to avoid hidden node problem from moving high-speed, we employed a forward-handed and backward directional antenna. The authors simulated the proposed method based on directional antenna and showed that the proposed method has been improved in respect to network utilization compared to existing VANET protocols.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.162-166
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• 2011

하천제방은 가장 치수효과가 높은 홍수방어시설로서 홍수 시 유수를 원활하게 소통시키고 제내지를 보호하기 위해 하천을 따라 축조한 시설이다. 누수에 의한 제방파괴는 제내지 제체에 드러난 포화표면이 결정적인 요인이 되므로 침윤선을 낮추어 제체하부에 위치하도록 해야 하며 누수가 발생한 제방에 대해서는 적절한 보강기법을 적용해야 한다. 본 연구에서는 하천제방 축조 또는 보강 시 누수에 의한 파괴를 방지하기 위한 방법으로 미국 공병단과 일본 국토기술연구센터에서 사용하는 기법 중 하나인 배수공을 두어 침윤선을 조절하는 방법을 적용하였다. 구체적으로 공병단과 일본 국토기술연구센터에서 제시하는 배수공을 가지는 경우의 제방 실험 및 수치 모형 보정 결과를 비교하였다. 침투 수치 모의는 SEEP/W 프로그램으로 검토하였다. 실험에 적용한 제방의 규격은 제방폭 2.6 m, 둑마루폭 0.4 m, 사면경사 1:2, 제방 높이 0.55 m, 수위 0.5 m이다. 배수공이 없는 제방은 사면에서 누수가 발생하였으며, 배수공 바닥폭이 0.4 m인 공병단과 일본 국토기술연구센터에서 제시하는 배수공을 설치하였을 때는 누수가 발생하지 않았다. 같은 배수공 바닥폭을 가지는 공병단과 일본 국토기술연구센터식 배수공을 설치한 제방의 실험을 비교한 결과, 일본국토기술연구센터식 배수공을 설치한 제방의 침윤선이 공병단식 배수공을 설치한 제방보다 낮았다. 즉, 일본 국토기술연구센터식 사각형 배수공이 다소 안정한 것으로 분석되었다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.34 no.7
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• pp.35-44
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• 2006

When control surface failure occurs, it is conventional to correct a current control or to transform to other control. In this paper, instead of adopting a conventional way, a reconfiguration method which compensate the failure with alternative control surface deflection, depending on the level of failure, by using neural network and PCH(Pseudo-Control Hedging). The Conroller is designed of inner-loop(SCAS : Stability Command Augmentation System) with DMI(Dynamic Model Inversion) and outer-loop with Y axis acceleration feedback for a coordinate turn. Additionally, double PCH method was adopted to prevent actuator saturation and input command was generated to compensate for failure. At the end, The feasibility of the method is validated with randomly selected failure scenarios.

• Journal of Korean Society of Disaster and Security
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• v.10 no.1
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• pp.43-46
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• 2017

Recently, the development of underground space is being actively carried out in the urban area by saturation, and the excavation works are mainly carried out by various excavation methods by the structures adjacent to the ground and underground excavation. During such excavation work, ground subsidence accidents are occurring due to inattention construction, lack of construction technology, and leakage of ground water. For the prevention of ground subsidence we studied the method of risk influence factors by soil investigation. Analysis of 75 sites soil investigation by U.S.C.S (Unified Soil Classification System), construction method, depth of excavation and we studied the risk influence factors with ground subsidence.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2016.11a
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• pp.106-106
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• 2016

강의 산화 및 부식을 방지할 수 있는 표면처리 강판의 수요가 늘어나고 있다. 그 중 용융아연도금 강판은 뛰어난 경제성 및 도금성, 그리고 희생적 방식 특성으로 각광받고 있다. 자동차용 강판의 경우 도금 공정 이후의 표면 상태가 매우 중요하다. 도금 공정의 주된 표면 결함은 강판이 도금욕 내에서 이동 하면서 수반된 도금욕 내의 Zn-Fe-Al dross 입자에 기인한다. 도금공정 중 강판으로부터 용출된 Fe는 도금욕 내의 Zn 와 Al 과 반응하여 밀도가 높은 Bottom dross 나 밀도가 낮은 Top dross를 형성한다. 이에 본 연구에서는 강판으로부터 Fe의 용출속도에 미치는 도금욕 내 초기Fe 농도의 영향을 속도론적으로 평가하였다. 본 연구에서는 'Finger rotating method (FRM)' 방법론을 적용하였으며. 실험을 위해 수직 관상로 내부에 Zn-Al-Fe 시료를 장입한 알루미나 도가니를 위치시킨 후 온도를 $455^{\circ}C$로 설정하고, 지름 20mm의 Iron rod를 회전모터에 연결하여 Zn-Al-Fe 용탕에 침적한 후 회전시켰다. 실험 결과, 초기 Fe 함량과 용탕의 Fe포화 농도의 차이가 적을수록 Fe의 용출 속도는 감소하였으며 Dross 생성량 또한 적었다. 용탕 및 Iron rod 샘플 관찰 결과를 바탕으로 회전하는 Fe 시편으로부터 도금욕으로의 Fe 용출 메커니즘을 고찰하였다. 용출 모델을 토대로 모델링 한 결과, 용탕 내 Fe 농도 변화양상이 모델링 data와 실험 data가 동일한 양상을 보임을 확인 하였다.

• Proceedings of the KIPE Conference
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• 2015.07a
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• pp.221-222
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• 2015

본 논문은 하이브리드 자동차 HDC(High voltage DC-DC Converter)를 위한 고전력밀도 양방향 컨버터를 제안한다. 기존 HDC는 낮은 동작주파수로 인하여 인덕터 전류 리플 만족을 위해 큰 인덕터 용량이 요구될 뿐만 아니라 대전류 구동시 인덕터의 자기포화를 방지하기 위해 코어의 크기가 커지는 단점이 있다. 본 논문에서 제안하는 양방향 컨버터는 고속 스위칭 특성이 우수한 SiC-FET의 적용을 통해 인덕터의 용량을 저감할 수 있다. 뿐만 아니라 2상 인터리브드 방식의 적용을 통해 입출력 커패시터의 고밀도화를 획득할 수 있으며, 각 상의 인덕터를 하나의 DM(Differential Mode) 커플드 인덕터로 구현함으로써 인덕터 자화전류 offset을 제거할 수 있으므로 인덕터의 고밀도화에 매우 유리하다. 제안된 HDC 양방향 컨버터의 타당성 검증을 위하여 50kW급 시작품 제작을 통한 실험 결과를 제시한다.

• Journal of the Korean Geotechnical Society
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• v.26 no.11
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• pp.75-87
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• 2010

Incessant rainfalls in unsaturated soil raises pore water pressure and drops shear stress. Controlling pore water pressure in unsaturated soil prevents pressure increase and leads to slope stability. Laboratory experiment of pore water absorption in soil tank has been conducted for pore pressure decrease in soil slope under artifical rainfall supplied in varying rainfall indensities. Soil slope failure triggers the deepening of the wetting front to critical depth accompanied by decrease in matric suction induced by water infilteration. This paper addresses an experimental design for absorption pipe to prevent pore pressure increase in unsaturated soil slope from heavy rain. It is expected that absorption pipe will be widely used in unsaturated soil slope to strengthen slope stability.

• Neonatal Medicine
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• v.18 no.2
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• pp.320-327
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• 2011

Purpose: To determine the effect of changing practice guidelines designed to avoid hyperoxia or hypoxia in very low birth weight or very preterm infants. Methods: We analyzed a database of <1,500 g birth weight or <32 weeks of gestation infants who were born and admitted to the neonatal intensive care unit of Chungnam National University Hospital from January 2007 to July 2010. First, we defined the relationship between arterial partial pressure of oxygen ($PaO_2$) and pulse oxygen saturation ($SpO_2$). When we evaluated 96 pairs of $PaO_2$ and $SpO_2$ measurements, oxygen saturation was 90-94% at a $PaO_2$ of 43-79 mmHg on the oxyhemoglobin dissociation curve, according to pulse oximetry. Based on this observation, a change in practice was instituted in August 2008 with the objective of avoiding hypoxia and hyperoxia in preterm infants with targeting a $SpO_2$ 90-94% (period II). Before the change in practice, high alarms for $SpO_2$ were set at 100% and low alarms at 95% (period I). Results: Sixty-eight infants the met enrollment criteria and 38 (56%) were born during period II, after the change in $SpO_2$ targets. Demographic characteristics, except gender, were similar between the infants born in both periods. After correcting for the effect of confounding factors, the rates for mortality, severe retinopathy of prematurity, and IVH attended to be lower than those for infants in period II. No difference in the rate of patent ductus arteriosus needed to treat was observed. Conclusion: A change in the practice guidelines aimed at avoiding low oxygen saturation and hyperoxia did not increase neonatal complication rates and showed promising results, suggesting decreased mortality and improvements in short term morbidity. It is still unclear what range of oxygen saturation is appropriate for very preterm infants but the more careful saturation targeting guideline should be considered to prevent hypoxemic events and hyperoxia.

• Applied Biological Chemistry
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• v.44 no.2
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• pp.92-96
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• 2001

Soil physical-chemical properties and phosphorous adsorption characteristics were investigated to obtain the informations of the appropriate fertilization and soil management in Baicheng region, China, where agricultural circumstances at present forces to consider the use of land for crop production. Soils were collected from one uncultivated and three cultivated lands on August 1993. Soil $_PH$ was very higher in uncultivated land than in cultivated land, their values were 10.2 and 7.4, respectively. Regardless of cultivation, soil organic matter contents were below 2%, and concentrations of available soil phosphorus expressed as Bray 1 P and Olson P were less than 10 mg P $kg^{-1}$, however, cation exchange capacity was higher than 20 cmol(+) $kg^{-1}$. For uncultivated soil, the values of exchangeable sodium percent and calcium saturation percent were higher than 100%. The major cation of soil saturation paste extracts was Na regardless of land use type. Based on electrical conductivity and sodium adsorption ratio of saturation paste extracts, uncultivated soil was classified as saline-sodic soil and cultivated soil was classified as sodic or normal soil. The maximum adsorption capacity of phosphorus calculated by Langmuir isotherm ranged from 406 to 521 mg P ,$kg^{-1}$. The constraints of soils in Baicheng regions for agricultural cops werw high salt concentration, unfavorable soil chemical composition such as low concentration of available phosphorous, and poor drainage due to soil dispersion by high Na concentration. Therefore, the soil in Baicheng region, need the application of phosphorus fertilizer to increase the soil fertility and the proper soil management to improve the soil physical property especially permeability and soil structure.