• 한국콘텐츠학회논문지
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• 제13권11호
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• pp.800-806
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• 2013

본 연구의 목적은 CAD/CAM 시스템을 이용하여 지르코니아 코어를 제작한 다음 span의 길이가 변연 적합도에 미치는 영향과, 변연 간격이 임상적으로 허용 가능한 범위 내에 있는지를 평가하였다. 실험군은 지르코니아 single crown, 2-unit bridge, 3-unit bridge, 4-unit bridge의 4그룹으로 나누고 각 그룹별로 10개씩 코어를 제작하였다. 평균 변연 간격은 single $42.95{\pm}6.93{\mu}m$, 2-unit $43.53{\pm}5.27{\mu}m$, 3-unit $53.43{\pm}13.38{\mu}m$, 4-unit $50.85{\pm}8.25{\mu}m$으로 나타났다. 근심면, 원심면에서는 single, 2-unit 그룹과 3-unit, 4-unit 그룹 간 span의 길이 요인에 따라 통계학적으로 유의한 차이가 있는 것으로 나타났다(p<.05). 협면, 설면에서는 모든 그룹에서 span의 길이 요인에 따라 통계학적으로 유의한 차이가 없었다(p>.05). 이러한 결과는 지르코니아 코어의 span 길이가 변연 적합도에 영향을 주었고, 변연간격은 모든 그룹에서 임상적 허용 범위 내에 존재 하였다.

• Journal of Preventive Medicine and Public Health
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• 제4권1호
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• pp.65-76
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• 1971

In view of ever rising water pollution problems of river in the vicinity of large urban communities, the author has made an investigation on the pollution of water sampled from Han River (Seoul area) and Nakdong River (Daegu city area) during the period from July to December, 1970. The water samples were taken twice a month during the study period of 6 months from 7 points (locations) along the main stream of Han River at Seoul city and 5 points of Nakdong River at Daegu city. The samples ware measured and analyzed in accordance with the recognized methods in the 'Standard Methods for Examination of Water and waste' by American Public Health Association. The obtained results are as follows : I. Han River. 1. Average turbidity was 5.1 units ranging from 1 to 10 units and the turbidity of down stream was higher than that of the upper stream. 2. pH value showed slight alkalinity (mean;7.2) except Yunchang-Dong (6.9). 3. The mean value of Dissolved Oxygen contents (D.O) was 7.2 ppm. (range of 3.4-10.5ppm.). D.O. of the upper stream (8.2 ppm. at Walker Hill boating place, 8.0 ppm. at the Gwangzang Bridge and Ddookdo) was higher than that of he downstream (5.6ppm. at Yumchang-Dong, 6.4 ppm. at the 2nd Han River Bridge), and D.O. in the winter season was higher than that in the summer season, respectively. 4 The mean value of the Biochemical Oxygen Demand (B.O.D.) was 28.3 ppm. (range of 6.2-64.8 ppm.). The mean value of B.O.D. was 48.7 ppm. at Yumchang-Dong, 42.3 ppm. at the 2nd Han River Bridge, 34.0 ppm. at the 1st nan River Bridge, 28.5 ppm. at the 3rd Han River Bridge, 19.2 ppm. at Dookdo, 13.2 ppm. at the Gwangzang Bridge, and 10.2 ppm. at the Walker Hill boating place in order of value. B.O.D. in July and August (35.6 and 34.5 ppm.) were the highest and that in November and December (18.6 and 21.2 ppm.) were the lowest. 5. Suspended Solids (SS) were from 15.0 to 667.0 ppm. with the mean of 222.1 ppm. 'Suspended Solids' of the water samples at Yumchang-Dong and the 2nd Han River Bridge were found to be 378.1 ppm. and 283.9 ppm. respectively which were higher than at the Gwangzang Bridge (134.1 ppm.) and at Walker Hill boating place (79.3ppm.). 6. Coliform colonies counting of the water samples ranged from $0-2,500{\times}10/100ml$. with the mean value of $205.6{\times}10/100ml$. The most contaminated water sample by coliform were from the point of the 2nd Han River Bridge with $640.8{\times}10/100ml$ while the lowest ones were from Walker Hill boating place with $17.2{\times}10/100ml$. There was also a seasonal variation in coliform contamination that is the higher in summer and the lower in winter. II. Nakdong River 1. The mean value of turbidity was 2.3 units with range of 0 to 9.0 units. The highest point was at Geumho River (7.2 units). and the lowest point was at Gangzung and Moonsan (0.45 and 0.41 units). 2. The mean value of pH was 7.5 (range of 7.1-8.5) and highest point was Geumho River with 8.5. 3. The mean value of D.O. was 8.1 ppm. (range of 3.4-11.2 ppm.). D.O. of the upper stream showed higher value than that of the down stream, and the winter season than the summer season. 4. B.O.D. ranged from 2.6 to 57.0 ppm. (mean; 20.4ppm.). The water sample at Geumho River showed the highest value (41.5 ppm.) while at Moonsan and Gangzung showed the lowest (4.6 and 4.7 ppm.). 5. The mean value of suspended solids was 48.7 ppm. (range of 4.0-182.0 ppm.). The highest month was July (63.7ppm.) and August (62.1 ppm.) and the lowest month was October (37.0 ppm.) and December (24.4 ppm.). 6. The mean value of the coliform colonies was $22.7{\times}10/100ml$. (range of $0-243{\times}10/100ml$.). The highest number of the colonies was found in the sample water at the Whawon recreation area ($50.5{\times}10/100ml$.) followed by the Geumho River ($33.9{\times}10/100ml$.), the Goryung Bridge ($28.3{\times}10/100ml$.), Gangzung($0.7{\times}10/100ml$), and Moonsan ($0.6{\times}10/100ml$.).

• Structural Monitoring and Maintenance
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• 제2권3호
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• pp.283-300
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• 2015

Visual condition inspections remain paramount to assessing the current deterioration status of a bridge and assigning remediation or maintenance tasks so as to ensure the ongoing serviceability of the structure. However, in recent years, there has been an increasing backlog of maintenance activities. Existing research reveals that this is attributable to the labour-intensive, subjective and disruptive nature of the current bridge inspection method. Current processes ultimately require lane closures, traffic guidance schemes and inspection equipment. This not only increases the whole-of-life costs of the bridge, but also increases the risk to the travelling public as issues affecting the structural integrity may go unaddressed. As a tool for bridge condition inspections, Unmanned Aerial Vehicles (UAVs) or, drones, offer considerable potential, allowing a bridge to be visually assessed without the need for inspectors to walk across the deck or utilise under-bridge inspection units. With current inspection processes placing additional strain on the existing bridge maintenance resources, the technology has the potential to significantly reduce the overall inspection costs and disruption caused to the travelling public. In addition to this, the use of automated aerial image capture enables engineers to better understand a situation through the 3D spatial context offered by UAV systems. However, the use of UAV for bridge inspection involves a number of critical issues to be resolved, including stability and accuracy of control, and safety to people. SLAM (Simultaneous Localisation and Mapping) is a technique that could be used by a UAV to build a map of the bridge underneath, while simultaneously determining its location on the constructed map. While there are considerable economic and risk-related benefits created through introducing entirely new ways of inspecting bridges and visualising information, there also remain hindrances to the wider deployment of UAVs. This study is to provide a context for use of UAVs for conducting visual bridge inspections, in addition to addressing the obstacles that are required to be overcome in order for the technology to be integrated into current practice.

• Journal of Electrical Engineering and Technology
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• 제8권2호
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• pp.304-315
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• 2013

In this paper, analysis of cascaded H-bridge multilevel inverter in DTC-SVM (Direct Torque Control-Space Vector Modulation) based induction motor drive for FCEV (Fuel Cell Electric Vehicle) is presented. Cascaded H-bridge multilevel inverter uses multiple series units of H-bridge power cells to achieve medium-voltage operation and low harmonic distortion. In FCEV, a fuel cell stack is used as the major source of electric power moreover the battery and/or ultra-capacitor is used to assist the fuel cell. These sources are suitable for utilizing in cascaded H-bridge multilevel inverter. The drive control strategy is based on DTC-SVM technique. In this scheme, first, stator voltage vector is calculated and then realized by SVM method. Contribution of multilevel inverter to the DTC-SVM scheme is led to achieve high performance motor drive. Simulations are carried out in Matlab-Simulink. Five-level and nine-level inverters are applied in 3hp FCEV induction motor drive for analysis the multilevel inverter. Each H-bridge is implemented using one fuel cell and battery. Good dynamic control and low ripple in the torque and the flux as well as distortion decrease in voltage and current profiles, demonstrate the great performance of multilevel inverter in DTC-SVM induction motor drive for vehicle application.

• 한국결정학회지
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• 제16권2호
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• pp.107-127
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• 2005

Five Cu(II) compounds were obtained from different copper salts with btp ligands, and their structures were determined by X-ray crystallography. The structure of coordination polymer 2 contains btp-bridged tetranuclear Cu(II) units weakly connected by nitrate ions, and the structure of a discrete Cu(II) molecule 1 contains acetates and btp ligands. With perchlorate anions, two btp ligands bridge Cu(II) ions to form a double zigzag chain 3, while a single zigzag chain 4 is created with sulfate anions. The reaction of $Cu(NO_{3})_{2}$ containing $NH_{4}PF_{6}$ with btp ligands also produced a polymeric compound 5 containing $Cu(H_{2}O)_{2}^{2+}$ and $Cu(NO_{3})_{2}$ units alternatively bridged by btp ligands with H-bonds between copper bonded water and nitrate oxygen atoms. Five Zn(II) compounds were obtained from different zinc salts with btp ligands, and the structures of polymeric compounds (6, 7 and 8) and monomeric compounds (9 and 10) were determined by X-ray crystallography. With nitrate, chloride and bromide anions, btp ligands bridge Zn(II) ions to form polymeric compounds (6, 7 and 8), but btp ligands coordinate to a Zn(II) ion to form monomeric complexes (9 and 10) with $PF_{6}^{-}$ and perchlorate anions. Four silver salts and btp ligands produced two kinds of structures, dinuclear 20-membered rings and one-dimensional zigzag chain depending on different anions. For $ClO_{4}^{-}$ and OTf anions, weak interactions between Ag(I) and anions make dinuclear 20-membered rings construct polymeric compounds (11 and 13). For $PF_{6}^{-}$ anion, there are also weak interactions between Ag(I) and $F(PF_{6}^{-})(12)$, but they do not construct a polymeric compound. For $O_{2}CCF_{3}^{-}$ anion, btp ligands bridge Ag(I) atoms to make one-dimensional zigzag chain (14), and there are also interactions between Ag(I) and anions.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.383-390
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• 2002

The new seismic isolation system (StLRB) is developed, which can separate non-seismic displacements which come from the thermal expansion etc. in LRB design. The StLRB has 3 components, sliding system (PTFE + stainless plate), LRB (lead rubber bearing) and STU (shock transmit units). In this project, the StLRB is designed to apply to the bridge structure by analyzing the characteristics of each component and also the dynamic behavior of the structure was analyzed by non-linear analysis. The verification test was performed to show the two stages separated by STU units. Test results show the effectiveness of both the separation and the seismic isolation performance.

• 복식문화연구
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• 제30권3호
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• pp.403-413
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• 2022

The purpose of this study was to develop a 3D mesh-type impact protection pad with excellent motion adaptability and functionality by applying 3D printing technology. The hexagonal 3D mesh, which constitutes the basic structure of the pad, comprises two types: small and large. The bridge connecting the basic units was designed as the I-type, V-type, IV-type, and VV-type. After evaluating the characteristics of the bridge, it was found that the V-type bridge had the highest flexibility and tensile elongation. The hip joint pad and knee pad were completed by combining the hexagonal 3D mesh structure with the optimal bridge design. The impact protection pad was printed using a fused deposition modeling-type 3D printer with a filament made of thermoplastic polyurethane material, and the protection pad's performance was evaluated. When an impact force of approximately 6,500N was applied to the pad, the force attenuation percentage was 78%, and when an impact force of approximately 8,000N was applied, the force attenuation percentage was 75%. Through these results, it was confirmed that the 3D-printed impact protection pad with a hexagonal 3D mesh structure connected by a V-shaped bridge developed in this study can adapt to changes in the body surface according to movement and provides excellent impact protection performance.

• 전력전자학회논문지
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• 제4권1호
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• pp.66-72
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• 1999

본 논문은 고주파 공진형 PWM 인버터식 X-선 장치의 인버터에 단상과 3상 전파정류방식 및 PSU 전원을 연결시켰을 때 나타나는 단시간 출력특성에 대해 분석하였다. X-선의 선질은 X-선관에 입력되는 DC 전압 파형에 의존한다. DC 출력전압 파형은 DC 전압전원의 고조파 왜곡에 의해 영향을 받는다. 이러한 관전압 파형의 왜곡은 X-선 출력의 직선성, 재현성 및 출력선질을 저하시킨다. 따라서 본 논문에서는 DC 출력전압 파형과 세 가지 형식의 DC 입력전원 형식에 따른 출력선량을 비교하였고 이에 따른 실험결과를 검토하였다.

• 대한치과보철학회지
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• 제57권3호
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• pp.203-210
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• 2019

목적: 본 연구는 치과용 모형 스캐너를 이용하여 단일 전장관과 3본 고정성의치 모형을 스캔하는 과정에서 지대치의 중첩 과정이 최종 가상 모형에 미치는 영향을 알아보려 하였다. 재료 및 방법: 평가를 위해 단일 전장관과 3본 고정성의치를 위한 석고 모형을 제작하였다. 그리고 Pindex system을 이용하여 핀 작업된 모형을 제작하였다. 기준 스캔 데이터(CAD Reference Model)와 실험 스캔 데이터(CAD Test Model)를 획득하기 위해서 치과용 모형 스캐너(E1, 3Shape A/S, Copenhagen, Denmark)를 이용했다. 기준 스캔 데이터는 지대치를 분할한 후 탈착하지 않고 스캔하였다. 그리고 실험 스캔 데이터는 분할된 지대치를 분리하여 스캔 후, 기준 스캔 데이터에 중첩되었다(n = 20). 마지막으로 3차원 검사 소프트웨어(release 2018.0.0; Geomagic control X; 3D Systems)를 이용하여 root mean square (RMS)를 분석하였고, 통계 분석은 Mann-Whitney U test를 사용하였다 (${\alpha}=.05$). 결과: 단일 전장관 지대치의 RMS 평균은 $10.93{\mu}m$, 3본 고정성의치 지대치의 RMS 평균은 $6.9{\mu}m$가 나왔다. 두 그룹의 RMS 평균값은 통계적으로 유의한 차이를 보여줬다 (P < .001). 또한 두 그룹의 양(positive)과 음(negative)의 오류는 단일 전장관 지대치는 $9.83{\mu}m$, $-6.79{\mu}m$, 3본 고정성의치 지대치는 $6.22{\mu}m$, $-3.3{\mu}m$의 평균값이 나왔다. 두 그룹의 양과 음의 오류 평균값은 통계적으로 모두 3본 고정성의치 지대치가 단일 전장관 지대치보다 통계적으로 유의하게 낮은 값을 보여주었다 (P < .001). 결론: 핀 작업된 모형의 스캔 과정에서 지대치의 개수가 증가하여도 지대치의 중첩에 의한 오류는 증가하지 않았다. 또한 단일 전장관 지대치에서 유의하게 높은 오류를 보였지만 임상적으로 허용 가능한 스캔 정확도의 범위에 있다.

• 한국지반공학회논문집
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• 제37권11호
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• pp.61-69
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• 2021

본 연구는 교각의 고유진동수를 통해 교각에 인접한 지반의 세굴 발생여부를 판단하기 위해 축소모형교각을 제작하여 충격하중을 이용해 일련의 비파괴 실험을 수행하였다. 축소모형교각은 길이별로 총 3개의 교각을 제작하였으며, 관입깊이는 0.35m로 일정하게 지반에 관입하였다. 세굴은 크게 2가지로 교각의 측면세굴과 기초바닥세굴을 모사하였으며, 0.05m씩 굴착하여 단계별로 step 0에서 step 12 까지 총 13단계의 실험을 모든 교각에 대해 수행하였다. 또한 고유진동수를 도출하기 위해 모형교각에 총 3개의 가속도계를 부착하여 충격하중을 측정하였다. 충격하중은 impact hammer를 사용하였으며, 타격방향은 모형교각 상단을 교축직각방향으로 타격하였다. 이 때 측정된 가속도 값을 바탕으로 고속 푸리에 변환(FFT)를 이용해 세굴진행도에 따른 고유진동수를 산정했다. 그 결과 세굴이 진행됨에 따라 모든 교각의 고유진동수는 감소하는 경향을 보였다. 세굴이 진행됨에 따라 최초 고유진동수의 70% 이상 수준에서는 측면세굴, 70% 미만에서는 기초바닥세굴이 발생하는 것을 판단할 수 있었다. 이 결과를 토대로 전도에 대한 안전율과 비교하여 교각기초의 피해정도를 분석할 수 있었다.