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RFCVD 장치를 이용하여 성장한 실리콘 나노와이어의 특성
김재훈,이형주,신석승,김기영,고춘수,김현숙,황용규,이충훈,Kim, Jae-Hoon,Lee, Hyung-Joo,Shin, Seok-Seung,Kim, Ki-Young,Go, Chun-Soo,Kim, Hyun-Suk,Hwang, Yong-Gyoo,Lee, Choong-Hun 한국전기전자재료학회 2007 전기전자재료학회논문지 Vol.20 No.2
We have synthesized silicon nanowires by using RFCVD(Radio Frequency Chemical Vapor Deposition) system on Au deposited p-type Si(100) wafers, and investigated their physical and electrical properties. The silicon nanowires had been grown in the atmospheres of $H_{2},\;N_{2}\;and\;SiH_{4}$ at 10 Torr at the substrate temperatures of $700{\pm}5^{\circ}C\;and\;810{\pm}5^{\circ}C$ respectively. FE-SEM analysis revealed that diameters of the silicon nanowires are $50{\sim}60nm$ with the length of several ${\mu}m$. XRD analysis showed that the growth direction of the nanowires is Si[111]. Field emission characteristics showed that the turn-of voltages at the current of $0.01\;mA/cm^{2}$ are $10\;V/{\mu}m\;and\;8.5\;V/{\mu}m$ for the wires grown at $700{\pm}5^{\circ}C\;and\;810{\pm}5^{\circ}C$, respectively.
플라즈마 조사에 의한 전기분무합성 SiO<sub>2</sub> 코팅층의 물접촉각 변화
김재훈,이준성,김지영,김상섭,Kim, Jae-Hun,Lee, Junseong,Kim, Ji Yeong,Kim, Sang Sub 한국재료학회 2014 한국재료학회지 Vol.24 No.11
Hydrophilic $SiO_2$ layers were obtained by the atmospheric-pressure plasma treatment. Superhydrophobic $SiO_2$ layers were first deposited by the electrospray deposition method. The electrospunable solution that was prepared based on the solgel method was sprayed on Si (100) substrates. The surface of the electrosprayed $SiO_2$ layers consisted of the agglomeration of nano-sized grains, which led to a very high roughness and revealed a very high contact angle to water droplets over $162^{\circ}$. After having been exposed to the atmospheric $Ar/O_2$ plasma, the observed superhydrophobicity of the $SiO_2$ layers were greatly changed: a dramatic variation of the water contact angle from $162^{\circ}$ to $3^{\circ}$, namely realization of superhydrophillicity. Interestingly, the surface microstructure was almost preserved. According to the XPS analysis, it is more likely that thanks to the plasma exposure, the surface of $SiO_2$ layers will be cleaned in terms of organic species that are hydrophobic-inducing, consequently leading to the hydrophilic nature observed for the plasma-exposed $SiO_2$ layers.
김재훈,Kim, Jae-Hun 한국정보처리학회 2001 정보처리학회논문지B Vol.8 No.4
본 논문에서는 품사 태깅 시스템에서 신뢰도 측정 방법에 대해서 기술한다. 품사 태깅 시스템의 신뢰도는 품사 태깅 결과에 오류가 포함되지 않을 확률이다. 일반적으로 신뢰도 측정은 오류확률에 기반한다. 정확한 오류확률을 추정하기 위해서는 일반적으로 품사 태깅 시스템에서 사용되는 말뭉치보다 훨씬 더 많은 양의 말뭉치가 필요하다. 이 문제를 다소 완화시키기 위해서, 본 논문에서는 좀더 정확한 오류확률 추정하기 위해 교차확인 방법을 이용한다. 본 논문에서 사용된 품사 태깅 시스템은 시험말뭉치에 대해서 61%의 신뢰도를 보였다. 이는 한국어 문장의 형태소 수가 평균 20개이고, 품사 태깅 시스템의 정확률이 97.5%일 때의 신뢰도에 해당한다. 본 논문에서 사용된 품사 태깅 시스템이 미등록어가 없을 경우에 97.68%의 정확률을 보이므로 제안된 신뢰도 측정 방법이 어느 정도 타당함을 알 수 있었다. 제안된 신뢰도 측정 방법은 구문분석, 정보검색 등 여러 분야에 응용이 가능할 것이며, 본 논문에서는 품사태깅의 오류검출에 적용해보았다.
고로슬래그 미분말을 함유한 고유동 모르터의 유동성상에 미치는 영향 요인에 관한 연구
김재훈,윤상천,지남용,Kim, Jae-Hun,Yoon, Sang-Chun,Jee, Nam-Yong 한국건축시공학회 2002 한국건축시공학회지 Vol.2 No.4
High fluid concrete unlike OPC concrete is made with various material, and the phase of fresh concrete is considerably different. In order to understand fluidity phase and mix properties of high fluid concrete, concrete is required to access as suspension structure which consists of aggregate and paste. The focus of this paper is to analyze the test results and quantify the effect of mix proportions of mortar and fineness modulus of sand on the properties of fresh mortar. The effect of water-binder ratio. sand-binder ration. contents of ggbs (by mass of total cementitious materials). and various contents of water reducing agent on the yield stress and plastic viscosity of the mix is studied. Based on the experimental results, the fellowing conclusions can be drawn: (1) The mixing time needed for high fluid mortar was approximately two times more than that of ordinary portland mortar. (2) The fluidity phase of mortar could be explained by yield stress of mix and the fluidity of mortar. (3) As the content of ggbs increased, yield stress of mortar was decreased and plastic viscosity of it was increased. (4) For the high fluid mortar, it was appeared that sand-binder ratio should be below 1.5.
대형구조물 구동계통 실시간 시뮬레이션 모델 유도 및 연동 특성 분석에의 응용
김재훈,최영호,유웅재,유준,Kim, Jae-Hun,Choi, Young-Ho,Yoo, Woong-Jae,Lyou, Joon 한국군사과학기술학회 2000 한국군사과학기술학회지 Vol.3 No.1
A simulation model is developed to analyze the large-structure driving system and its integrated behavior in the whole weapon system. It models every component in the driving system such as mechanical and electrical characteristics, and it is programmed by simulation language in a way which strongly reflects the system's real time dynamics and reduces computation time as well. A useful parameter identification method is proposed, and it is tuned on the given physical system. The model is validated through comparing to real test, and it is applied to analysis and prediction of integrated system functions relating to the fire control system.
CFRP로 보강된 철근콘크리트 보의 휨 보강효과에 관한 실험적 연구
김재훈,박성무,강주원,신승협,Kim, Jae-Hun,Park, Sung-Moo,Kang, Joo-Won,Shin, Seung-Hyup 한국공간구조학회 2006 한국공간구조학회지 Vol.6 No.2
최근 FRP Plate를 이용한 철근콘크리트 구조물의 보수보강 방법으로 많은 연구가 수행되어 왔다. 이러한 FRP Plate로 보강된 구조물의 경우 보강재 단부의 조기탈락에 대한 문제점이 많은 연구를 통하여 지적되었다. 본 논문은 이러한 보강재 단부의 조기탈락에 대한 대안으로 CFRP Plate 외부부착공법에 있어서 단부를 보강철물을 이용하여 2차적으로 보강하는 방법 및 CFRP-Rod 표면매립공법으로 횝 보강된 철근콘크리트 보의 구조적 거동 및 휨 보강 성능을 파악하는데 그 목적이 있다. 또한 보강 방법에 따른 효과적인 휨 보강 성능을 파악하기 위하여 CFRP Plate 외부부착공법과 CFRP-Rod 표면매립공법을 실험을 통하여 이를 비교 고찰하여 휨 보강 성능효과를 알아본다. Recently, many researches have been conducted about reinforced concrete structures strengthened with FRP plates. In case of structures strengthened with FRP plates, the issue of premature debonding FRP plate has been raised through many previous researches. The purpose of this paper is what structural behavior and flexaural capacity of reinforced concrete beams which are strengthened for flexure is investigated about the using secondary ironware in the method of external bonded CFRP plate, and the method of near surface mounted CFRP-Rod. Also, in order to evaluate flexural capacity, experiments of the reinforced concrete beams with exteranl bonded CFRP plate and near surface mounted CFRP-Rod have been compared and investigated.