• 한국대기환경학회지
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• 제17권1호
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• pp.57-66
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• 2001

Gas phase photocatalytic oxidation of tetrachloroethylene (PCE) under 370 nm ultra-violet irradiation was investigated with TiO$_2$ catalyst. During the photocatalytic oxidation of PCE vapor several kinds of intermediate were produced, and the reaction pathways were proposed on the basis of the production sequency of the intermediates. The intermediates in the pathways of PCE oxidation were hexachloroethane, pentachlotoethane, 1, 1, 2-trichloroethane, carbon tetrachl-oride, dichloroacetylchloride, chloroform, 1,1-dichloroethane, phosgene, CO, $CO_2$, HCl, Cl$_2$.

• 전력전자학회:학술대회논문집
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• 전력전자학회 2008년도 하계학술대회 논문집
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• pp.292-294
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• 2008

최근 환경 파괴와 에너지 고갈에 대한 문제들이 사회의 큰 문제로 대두 되면서 풍력발전의 중요성이 증가하고 있다. 본 논문에서는 LabVIEW를 이용하여 이더넷(Ethernet) 환경에서의 풍력발전 원격감시 제어시스템을 구현하였다. 제안된 원격감시 제어시스템은 풍력발전 시스템의 MCU와 W5100의 SPI(Serial Peripheral Interface)를 통한 이더넷 통신용 하드웨어를 구축하였으며, NI사의 LabVIEW를 이용하여 서버상의 HMI(Human Machine Interface) 소프트웨어를 구현하였다. 본 연구의 실험을 위해 영구자석형 동기 발전기(PMSG:Permanent Magnet Synchronous Generator)를 이용하여 풍력발전 시스템 모델을 구현하고 이를 이용하여 원격감시 제어시스템의 성능을 검증하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제2권3호
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• pp.205-211
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• 1998

The purpose of this study is to evaluate shear strengthening effects of R/C beams with carbon fiber sheets. The major variables are shear reinforcement ratios, CFS strengthening ratios and strengthening methods of CFS. Following conclusions can be extracted. The shear capacity of beam strengthened with CFS is about 32~87% higher than that of beams without shear reinforcement. The strengthening effects of patch type is larger than those of strip type. The strain distribution in CFS intersected with shear crack is similar to that in stirrup and larger strain is observed in the middle of the shear span. It can be estimated that shear strength reduction factor ${\alpha}$=0.3 is appropriate for peeling effect of CFS.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.475-482
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• 1997

This study reports the results of flexural test on 6 specimens for maximum reinforcement ratio and 4 specimens for minmum reinforcement ratio with concrete compressive strength 1,000, 1,200 kg/$\textrm{cm}^2$ . The major test variables for the reinforcement ratio designed 0.55$\rho_b$, 0.65$\rho_b$, 0.75$\rho_b$ for maximurm reinforcement ratio test 14/fy $\sqrt[0.72]{\rho}\acute{f}_c$ / $f_y$ for minimum reinforcement ratio test. The test results were compared with ACI 318-95 Code. In the Ultra High Strength Concrete beam, the maximum reinforcement ration should be less than 0.6$\rho_b$ for ductile behavior and the existing minimum reinforcement ratio by ACI Building Code is Sufficiently safe.

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 추계학술발표회
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• pp.159-159
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• 2017

• 전기학회논문지
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• 제58권9호
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• pp.1741-1749
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• 2009

It is very important to maintain the balanced output voltage waveforms under the unbalanced DC-link voltages in the four-switch three-phase inverter(FSTPI). In this paper, the improvement of output voltage waveforms is proposed with the aid of DC-link voltage ripple estimation. The proposed method can be implemented without the additional voltage sensor. The proposed method applied to the permanent magnet synchronous motor (PMSM) is simulated and experimented in order to verify its feasibility.

• 정보와 통신
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• 제25권7호
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• pp.16-23
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• 2008

텔레매틱스에서 위치 정보 서비스를 효과적으로 제공하기 위해 이동 객체와 더불어 시설물과 같은 정적 객체에 대한 위치 정보를 효과적으로 관리하는 데이터베이스 기술들이 요구된다 본 논문에서는 도로 네트워크 데이터베이스를 위한 인덱싱 및 질의 처리 기술 현황에 대하여 고찰한다. 텔레매틱스에서는 영역 질의, k-최근접 이웃 질의, 연속 k-최근접 이웃 질의, 공간 조인 질의 등이 발생하며, 이 중 k-최근접 이웃 질의가 빈발하게 발생한다. k-최근접 이웃 질의를 처리하기 위한 효과적인 방안으로 IER, INE, $VN^3$, 근사 인덱싱 기법 등이 있다. 본 논문에서는 각 기법의 개념, 알고리즘, 장단점에 대하여 고찰한다.

• 전자공학회지
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• 제44권1호
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• pp.49-60
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• 2017

• Bulletin of the Korean Chemical Society
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• 제10권1호
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• pp.66-69
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• 1989

Irradiation of solutions of p-quinones and conjugated diyne, 1,4-diphenylbutadiyne, with 350 nm UV light gave the photoproducts such as quinomethane in good yields (70-85%).

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.579-584
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• 1998

The purpose of this study is to evaluate the flexural strengthening effects of RC beams reinforced with carbon fiber sheets (CFS) in variable of strengthening amount and anchorage length of CFS. This study can be summarized as follows. The CFS shares the tensile stress such as rebar during loading test. Also, as the strengthening amount of CFS is increased, the maximum flexural strength of RC beams reinforced with CFS is increased. Therefore, it is confirmed that the CFS's strengthening method is very effective to improve the flexural strength of RC beams. The maximum flexural strength of RC beams with CFS is determined by bond failure between CFS and concrete surface. So, the evaluation of CFS's strengthening effect can be calculated using the tensile stress of CFS which is peeling. When the anchorage length of CFS. But, in case of same anchorage length of CFS, when the strengthening amount of CFA is increased, the ductility is decreased. Therefore, it is considered that the anchorage of CFS in the end zone is necessary.