• 정보처리학회논문지B
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• 제9B권4호
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• pp.501-508
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• 2002

본 논문에서는 영상 내에 존재하는 객체영역의 컬러비와 모멘트를 이용한 영상검색을 제안한다. 객체는 영상의 중심에 위치한다는 가설 하에 미리 정의한 중심영역의 우세컬러를 기반으로 수평-수직 투영을 이용하여 객체영역과 배경영역을 분할함으로써 최적의 공간정보를 획득한다. 또한 영상 내 객체의 회전 및 크기에 불변한 특성을 가지기 위해 컬러비와 모멘트를 특징정보로 이용하며 유사성 측정은 컬러 히스토그램의 구간별 연관성을 고려하기 위해 변형된 히스토그램 인터섹션을 이용한다. 실험결과 제안한 방법이 기존의 영역분할에 의한 방법보다 효율적인 결과를 보였다.

• 한국건축시공학회지
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• 제5권2호
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• pp.89-95
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• 2005

Various tests are performed with the recycled concrete including compressive strength, flexural strength, splitting tensile strength, bonding strength and chloride ion penetration test. The basic data obtained from the presented test could be accumulated for the purpose of utilization in concrete structure. Most of the strength tests show that strength decrease a little extent with increasing substitution ratio of recycled coarse aggregate except splitting tensile test for the concrete with $100\%$ recycled fine aggregate. But in case of the $50\%$ substitution of recycled coarse aggregate, compressive strength, flexural strength and bonding strength are almost equal to the normal concrete. Chloride ion penetration test shows that the penetration amounts of chloride ion becomes more in proportion to the substitution ratio of recycled aggregate. But most of the results show that the permeability of recycled concrete is proper to use. The results of present study nay imply that the use of recycled aggregate for steam curing concrete is possible but the substitution ratio of recycled aggregate should be determined through further studies.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.204-207
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• 2004

In this paper, mechanical properties of the high strength lightweight self-compacting concrete with simple mixed design method was investigated. Experimental tests were performed as such compressive strength, splitting tensile strength, modulus of elasticity and density of high strength lightweight self-compacting concrete. The 28 days compressive strength of high strength lightweight self-compacting concrete with the LC replacement ratio of $100\%$ reduces about $31\%$ but LF replacement ratio of $100\%$ increase about $20\%$ compared that of the control concrete. The structural efficiency of high strength lightweight self-compacting concrete increase with proportional to the replacement into of LF. The relationship between the splitting tensile strength and 28 days compressive strength can be represented by the equation $f_s=0.076f_{ck}+0.5582$. The modulus of elasticity was found to be lower than that of normal weight concrete, ranging form 24 to 33 GPa.

• Advances in concrete construction
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• 제1권4호
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• pp.305-318
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• 2013

Engineering properties such as compressive strength, splitting tensile strength, modulus of rupture, modulus of elasticity and Poisson's ratio of geopolymer concrete (GPC) and steel fibre reinforced geopolymer concrete (SFRGPC) have been obtained from standard tests and compared. A total of 15 specimens were tested for determining each property. The grade of concrete used was M 40. The percentages of steel fibres considered include 0.25%, 0.5%, 0.75% and 1%. In general, the addition of fibres improved the mechanical properties of both GPC and SFRGPC. However the increase was found to be nominal in the case of compressive strength (8.51%), significant in the case of splitting tensile strength (61.63%), modulus of rupture (24%), modulus of elasticity (64.92%) and Poisson's ratio (50%) at 1% volume fraction of fibres. An attempt was made to obtain the relation between the various engineering properties with the percentage of fibres added.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.873-878
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• 2000

Tension stiffening effects of reinforced concrete member with large diameter bar, mainly used at reactor building of nuclear power plant, are studied by uniaxial structural tests. Bond length and stress of steel bar, size of steel bar, and compressive strength of concrete are evaluated to tension stiffening by uniaxial tests. Problems and solution during the uniaxial test are suggested. The prevent splitting cracks, concrete cover-to-bar diameter ratio $c/d_{b}$ is kept 2.6~2.8. Because the bond length is increased as the size of steel bar, the specimen length of the D35 steel bar is required at least 2.0 m. The specimen length must be decided with bond length as well as concrete cover-to-bar diameter ratio to prevent splitting crack.

• 한국인터넷방송통신학회논문지
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• 제11권4호
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• pp.47-52
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• 2011

Si 플라즈마 도파로에 기초한 나노 크기의 전력분배기가 다중모드 간섭 결합기의 특성을 이용하여 설계되었다. 유효 유전체 방법과 종방향 모드 전송 선로 해석법을 적용하여 3차원 전송구조의 전파특성과 최적의 설계변수를 분석하였다. 설계된 $1{\times}2$ 50:50 다중모드 간섭 전력분배기는 크기가 $800nm{\times}850nm$인 나노 크기로 설계가 가능하였다. 다양한 전력분배율을 갖는 전력분배기를 설계하기 위하여 $2{\times}2$ 다중모드 간섭 결합기가 설계되었다. 설계된 전력분배기는 78.5%:15.5%~5.5%:86.6%의 범위에서 분배율을 조절할 수 있도록 설계되었으며, $1.5{\mu}m{\sim}1.7{\mu}m$의 파장 대역에서 전송율이 0.8이상인 광대역 특성을 나타내었다.

• 한국결정성장학회지
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• 제29권4호
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• pp.143-148
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• 2019

우리는 분자선 에피택시(Molecular Beam Epitaxy) 법을 사용하여 광전기화학적 물분해 수소생산용 고종횡비 GaN 기반 나노와이어를 Si 기판 위에 성공적으로 제작하였다. 주사전자현미경(SEM)과 에너지분산형 분광법(EDX)은 p-GaN:Mg 및 p-InGaN 나노와이어가 고밀도와 함께 수직으로 성장 되었음을 증명하였다. 또한, p-InGaN 나노와이어의 발광 파장을 552 nm에서 590 nm까지의 조절이 가능하다는 것을 확인하였다. 이렇게 제작된 p-InGaN 나노와이어는 태양광을 통해 외부 전위 없이 물분해가 가능한 수소생산용 광촉매로써 매우 유용하게 사용될 수 있다.

• 한국기술혁신학회:학술대회논문집
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• 한국기술혁신학회 2000년도 춘계학술대회
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• pp.483-492
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• 2000

In this paper, we explore the economic principle behind the revenue-sharing rule for interconnection charges. First, we assert that firms can collude by splitting tile revenues equally i.e., choosing the revenue-sharing ratio equal to l/2. Also, we characterize the optimal revenue-sharing ratio in a model of horizontal interconnection and discuss the relation between the optimal ratio and the optimal access price.

• 한국구조물진단유지관리공학회 논문집
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• 제21권6호
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• pp.206-215
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• 2017

이 연구에서는 고강도 콘크리트의 역학적 특성을 파악하기 위한 실험연구를 수행하였다. 80~120 MPa 범위의 압축강도를 갖는 고강도 콘크리트를 대상으로 실험연구를 수행하였다. 물-결합재비의 압축강도에 대한 영향, 시간에 따른 압축강도의 발현 및 양생조건의 압축강도에 대한 영향을 분석하였다. 또한, 양생조건에 따른 콘크리트의 탄성계수, 쪼갬인장강도 및 파괴계수 특성을 파악하였다. 탄성계수, 쪼갬인장강도 및 파괴계수의 실험결과와 기존설계코드에 의한 예측결과를 비교하였다. 콘크리트구조기준의 탄성계수 제안식은 실험값을 합리적으로 예측한다. 반면에, 콘크리트구조기준은 파괴계수 실험값을 과소평가하고 있다. ACI 363R의 쪼갬인장강도와 파괴계수 예측값과 실험값은 잘 일치하고 있다. 따라서, ACI 363R의 쪼갬인장강도와 파괴계수 예측식은 120 MPa까지의 고강도 콘크리트에 효과적으로 활용될 수 있다.

• Structural Engineering and Mechanics
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• 제62권3호
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• pp.357-364
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• 2017

This paper presents the results of a study that investigated the improvement of the mechanical properties of coarse and fine recycled asphalt pavement (RAP) produced by adding silica fume (SF) with contents of 5%, 10%, and 15% by total weight of the cement. The coarse and fine natural aggregate (NA) were replaced by RAP with replacement ratio of 20%, 40% and 60% by the total weight of NA. In addition, SF was added to NA concrete mixes as a control for comparison. Twenty eight mixes were produced and tested for compressive, splitting tensile and flexural strength at the age of 28 days. The results show that the mechanical properties decrease with as the content of RAP increases. And the decrease in the compressive strength was more in the fine RAP mixes compared to the coarse RAP mixes, while the decrease in the splitting tensile and flexural strength was almost the same in both mixes. Furthermore, using SF enhances the mechanical properties of RAP mixes where the optimum content of SF was found to be 10%, and the mechanical properties enhancement of coarse RAP were better than fine RAP mixes. Accordingly, the RAP has the potential to be used in the concrete pavements or in other low strength construction applications in order to reduce the negative impact of RAP on the environment and human health.