• 한국초전도저온공학회:학술대회논문집
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• 한국초전도저온공학회 2002년도 학술대회 논문집
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• pp.101-104
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• 2002

The influences of the powder packing density on the Bi-2223/Ag tape have been investigated. For packing powder, both method of uniaxial press and packed rod form made by cold isostatic press(CIP) have been applied. As the pressure of cold isostatic press(CIP) is increased, fill factor and critical current (Ic) of Bi-2223/Ag tape is increased. At a pressure of 2000kgf/cm$^2$, fill factor reach ∼3l% and this sample has the engineering current density(Je) value of ∼8.5kA/cm$^2$(Ic ∼77A, Jc ∼ 30kA/cm$^2$). The tape sample packed by uniaxial press method shows more sawsaging effect than the sample processed by cold isostatic press(CIP), resulting from inhomogity of powder distribution produced by the process of uniaxial press.

• Korean Journal of Geomatics
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• 제1권1호
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• pp.15-20
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• 2001

In this study, several basic data for road design and GIS data were used for selecting the optimized road alignment database system. The cut and fill volumes were compared with existing manual road design method through the analysis and data application in this database system. We solved and estimated objective, economic, environmental and technical problems caused in road construction comparing existing manual method with the road alignment which was selected in GIS automatically. Also, we performed three dimensional simulation with the existing road design program and simulation of virtual reality through Virtual GIS. This study showed the method in selecting the optimized road alignment through the analysis and comparison of the selected road alignment. The goal of this study is comparison and analysis of definite cut and fill volume and environmental problem after the road construction through analyzing and comparing the social, economic, technical and environmental aspect in the road alignments with various statistic data.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.142-143
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• 2021

The general ground conditions in Korea are distributed in order of fill, deposit soil, weathered soil, weathered rock, soft rock. The fill soil and deposit soil located at the top have relatively low strength compared to the lower layer, and they are sometimes classified as soft ground according to the standard penetration test results. In this study, the PF method, a ground improvement method, was applied to the soft layer, a large plate load test was conducted on the improved ground, and the results were reviewed.

• 디지털콘텐츠학회 논문지
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• 제18권8호
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• pp.1603-1613
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• 2017

본 논문은 널리 알려진 RGB 색상 기반의 웹캠을 사용한 손 영역을 효율적으로 분할하는 방법을 제안한다. 이 방법은 잡음을 제거하기 위하여 네 번의 경험적 전처리 방법을 수행한다. 먼저, 전체 영상 잡음을 제거하기 위하여 가우시안 평활화를 수행한다. 다음으로, RGB 영상은 HSV와 YCbCr 색상 모델로 변환되어, 각 색상 모델에 대해 통계적인 값에 기반하여 전역 고정 이진화가 수행된 후, 잡음은 bitwise-OR 연산에 의해 제거된다. 다음으로, 윤곽 근사화와 내부 영역 구멍 연산을 위해 RDP와 flood fill 알고리즘이 사용된다. 끝으로, 모폴로지 연산을 통하여 잡음을 제거하고 영상의 크기에 비례한 임계값을 결정하여 손 영역이 결정된다. 본 연구는 잡음 제거에 초점을 맞추고 있고 손 동작 인식 응용 기술에 사용될 수 있다.

• 한국지반공학회논문집
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• 제39권10호
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• pp.5-18
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• 2023

일반적인 토공사에서 사용하는 진동롤러에 의한 층다짐을 급속충격다짐(RIC)공법을 이용한 일시 다짐으로 대체하면 토공에 소요되는 공사기간을 획기적으로 단축할 수 있다. 동적하중에 의한 다짐은 모래와 같은 조립질 토사에 적합한 공법으로 인식되고 있는데, 최근에는 매립 프로젝트의 주요 재료인 모래의 공급부족으로 세립분을 함유한 토사의 사용이 점차 증가하고 있다. 따라서 RIC와 같은 동적하중에 의한 다짐공법을 적용하기 위해, 세립분을 함유한 매립재료 사용 시의 유효개량심도에 대한 검증이 필요하다. 본 연구에서는 깨끗한 모래인 Sand fill과 세립분이 함유된 Public fill에 대한 RIC공법 적용 전·후의 현장시험 결과를 비교하여 세립분 함량에 따른 RIC공법의 유효개량심도에 대한 영향을 검토하고, 콘저항치 q_c를 사용한 다짐 품질관리기준과 관련된 문제를 논의하였다. 결론적으로 세립분을 포함하는 다양한 종류의 매립토사에 대한 다짐 품질관리를 위해서는 q_c 측정값의 정규화가 필요하며, 깨끗한 모래의 상대밀도 Dr=70%에 해당하는 다짐 품질관리기준은 정규화 콘저항치 Q_tn,cs=110으로 평가되었다. 이러한 결과를 바탕으로, RIC 품질관리 시에 적용 가능한 매립토사의 세립분 함량을 고려한 심도별 q_c 품질관리기준을 제안하였다.

• 한국의류학회지
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• 제33권3호
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• pp.401-409
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• 2009

The shape of crotch area is very important to develop functional clothing as well as other ergonomic goods such as chair or saddle etc. However, it is inevitable that 3D scanned image of crotch would have missing part due to its folded shape including overlapping legs nearby. Therefore, the objectives of this research was to compare reconstruction methods of missing parts at crotch using seven dummies of real men's replicas. Two reconstruction methods adopted were kinds of 'fill- hole' in Rapidform 2004, one was 'smooth' and the other was 'curvature'. Each restored image was compared with the original shape of the dummies. As results, the average distance was 0.66mm between original and 'smooth' treated images and 0.59mm between original and 'curvature' treated, which was not statistically different. Average area of restored crotch region was $8740.04cm^2$ by 'smooth' method and $8405.02cm^2$ by 'curvature' method which is close to the original area of $8413.76cm^2$. Statistical difference was found between images of original and 'smooth' ones$(p=0.04^*)$. However, there was no difference between original and 'curvature' treated images, which indicates that 'curvature' method is more useful to fill the hole compared with 'smooth' method.

• 한국지진공학회논문집
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• 제18권4호
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• pp.161-170
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• 2014

Newmark-type deformation analysis has rarely been done in Korea due to the popularity of simple pseudo-static limit equilibrium analysis and detailed time-history FE/FD dynamic analysis. However, the Korean seismic dam design code updated in 2011 prescribes Newmark-type deformation analysis as a major dynamic analysis method for the seismic evaluation of fill dams. In addition, a design PGA for dynamic analysis is significantly increased in the code. This paper aims to study the seismic evaluation of four existing large fill dams through advanced FEM/Newmark-type deformation analyses for the artificial earthquake time histories with the design PGA of 0.22g. Dynamic soil properties obtained from in-situ geo-physical surveys are applied as input parameters. For the FEM/Newmark analyses, sensitivity analyses are performed to study the effects of input PGA and $G_{max}$ of shell zone on the Newmark deformation. As a result, in terms of deformation, four fill dams are proved to be reasonably safe under the PGA of 0.22g with yield coefficients of 0.136 to 0.187, which are highly resistant for extreme events. Sensitivity analysis as a function of PGA shows that $PGA_{30cm}$ (a limiting PGA to cause the 30 cm of Newmark permanent displacement on the critical slip surface) is a good indicator for seismic safety check. CFRD shows a higher seismic resistance than ECRD. Another sensitivity analysis shows that $G_{max}$ per depth does not significantly affect the site response characteristics, however lower $G_{max}$ profile causes larger Newmark deformation. Through this study, it is proved that the amplification of ground motion within the sliding mass and the location of critical slip surface are the dominant factors governing permanent displacements.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2009년도 추계학술발표대회 논문집
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• pp.115-120
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• 2009

In this paper, we measurement the resistance on the flat wire for PV module. There is some kind of flat wire that has different length and different contact area in the PV module. so we test the resistance on each case for analysis with common connection method. we measurement the electrical output characteristics and phenomenon of PV module that is applied new connetion method. by the result, The fill factor and electrical output characteristics on PV module are analyzed to getting better more then common connection method. Finally we recommend the developed connection method for diminishing of resistance on PV module. It enhance the electrical character more than common connection method.

• 드라이브 ㆍ 컨트롤
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• 제10권4호
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• pp.34-40
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• 2013

The transmission control method of small forklift is classified into pilot control method and direct control method. In pilot control method, the hydraulic circuit which consists a lot of components is very complex so the production process is too costly and time consuming. The direct control method contains fewer components that can be configured to simple hydraulic circuit. It has more advantages because the shift sensitivity of transmission is changed easily via the input profile. In this paper, the controller design and the input profile for system are studied to apply to the direct control method. The input profile consists of Fill section, Hold section and Ramp section. The characteristic of each section is obtained through experiment. As the result, the shift sensitivity and starting performance are effected by Fill section and Hold section.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2019년도 춘계학술대회
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• pp.160-161
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• 2019

3차원 객체를 모델링 하기 위한 방법으로 3D 스캐너를 이용하는 방법과 모션캡처 시스템을 이용하는 방법 그리고 키넥트(Kinect) 시스템을 이용하는 방법 등이 있다. 이러한 방법을 통해 3차원 객체를 생성하는 과정에서 가려짐에 의해 촬영되지 않는 부분이 발생한다. 완벽한 3차원 객체를 구현하기 위해서는 가려진 부분을 임의로 채워줘야 하는 상황이 발생한다. 다양한 영상처리 방법을 통해 가져져 촬영되지 않은 부분을 메우는 기법이 존재한다. 본 연구에서는 보다 자연스러운 hole filling을 위한 방법으로 비지도기계학습의 최신 트렌드인 GANs를 이용한 방법을 제안한다.