• Proceedings of the Korea Information Processing Society Conference
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• 한국정보처리학회 2005년도 춘계학술발표대회
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• pp.727-730
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• 2005

계측기기의 사용업체들은 기기 관리부분 및 교정검사 주기가 상이한 계측기기 교정검사 관리부분의 어려움으로 인하여 교정검사 유효기간을 지나치는 경우가 많았으며, 국가교정검사 기관은 각 계측기기의 측정 데이터 결과 형식이 달라 교정검사 후 발행하는 성적서의 작성 및 발행 하는데 어려움이 많았다. 또한 계측기기 사용업체와 교정검사기관 모두 관리 프로그램과 교정검사 성적서 관리 프로그램을 별도로 사용하였다. 이러한 계측기기 및 성적서 관리를 하나의 시스템으로 쉽게 통합관리 할 수 있도록 구성 하였으며, 각각의 상이한 계측기기 주기 정보를 데이터베이스화 하여 주기별, 측정기기별, 업체별 검색 및 자동 팝업창으로 상태를 알려주게 하였고, 계측기기별 상이한 형식의 측정 데이터는 부서별, 유형별로 데이터베이스화 하여 응용프로그램과 연동될 수 있도록 구현 하였다. 계측기기 관리 및 교정검사 관리 부문에 있어서 사용 대상에 따라 GUI 환경으로 구현된 프로그램으로서 기본설정을 통하여 교정대상업체 및 교정검사기관 모두 하나의 통합된 프로그램으로 사용 및 관리를 할 수 있다.

• Proceedings of the Korean Vacuum Society Conference
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• 한국진공학회 2012년도 제42회 동계 정기 학술대회 초록집
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• pp.446-446
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• 2012

최근 반도체 칩의 트랜지스터 집적화 기술이 발달됨에 따라 dynamic random access memory(DRAM)의 memory cell 영역을 작게 만들어야 하는 문제가 제기되고 있다. 이러한 문제점을 해결하기 위해서 대체 기술이 끊임없이 연구되고 있는 가운데 하나의 트랜지스터와 하나의 캐패시터로 구성된 기존의 DRAM에서 캐패시터가 없이 하나의 트랜지스터만으로 이루어진 1T-DRAM 소자의 연구가 활발히 진행되고 있다. 이는 기존 DRAM의 구조에 비해 캐패시터가 필요하지 않아 복잡한 공정이 줄어들어 소자 제작이 용이하며, 더 높은 집적도를 구현할 수 있는 장점이 있다. 일반적인 planar 타입의 1T-DRAM의 경우 소스 및 드레인과 기판과의 접합면에서 누설 전류가 큰 특징을 가지며 소자의 집적화에 따른 단 채널 효과가 발생하게 되는데, 본 연구에서는 이러한 문제점을 해결하기 위해서 유효 채널 길이를 늘려 단 채널 효과에 의한 영향을 감소시키고, 소스 및 드레인과 기판과의 접합면을 줄여 누설 전류를 줄일 수 있는 recessed 채널 타입의 1T-DRAM을 제작하였다. 1T-DRAM의 메모리 구동방법에는 여러 가지가 있는데 본 연구에서는 impact ionization (II)을 이용한 방법과 gate induced drain leakage (GIDL)을 이용한 방법을 사용하여 1T-DRAM의 채널구조에 따라 어떠한 구동방법이 더 적합한지 평가하였고, 그 결과 recessed 채널 1T-DRAM의 동작은 II 에 의한 측정 방법이 더 적합한 것으로 보여졌다.

• Proceedings of the Korea Water Resources Association Conference
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• 한국수자원학회 2020년도 학술발표회
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• pp.86-86
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• 2020

수리구조물에 관한 기존 연구들은 대부분 기능성과 안정성 측면에서 본체에 작용하는 유체력에 대한 안정성에 주안점을 두고 있다. 수리구조물 상·하류의 수위차에 기인한 기초지반내의 흐름 및 간극수압 변화는 하천 구조물의 안정성을 연구하는데 매우 중요하다. 해양에서는 파랑하중에 의한 과잉간극수압이 액상화를 발생시켜 해안구조물의 안정에 큰 영향을 미치는 것으로 보고되며, 이에 관련 연구들이 활발하게 진행되고 있다. 반면, 하천구조물 주변 지반의 흐름 및 간극수압 뿐 아니라, 액상화에 관한 연구는 아직 미진한 실정이다. 본 연구에서는 수리구조물 주변의 유동 및 와동 현상 뿐 아니라, 수위차에 따른 지반 내부 유동장과 간극수압에 관한 특성을 분석하기 위해 유체-구조물-지반 비선형 상호작용을 고려할 수 있는 수치수조를 새롭게 제안하였다. 그리고 제안하는 수치수조의 타당성 및 유효성을 검증하기 위해 기존 실험값과 비교·검토를 수행하였고, 그 결과는 거의 유사한 경향을 나타내었다. 또한 이 수치수조에 다양한 입사조건(상·하류 수위차)에 적용하여 유체-구조물-지반의 비선형동적상호간섭 해석을 수행하였다. 최종적으로 수치수조에서 측정한 구조물 주변의 유동, 와동, 수위로부터 수리특성을 논의하였다. 게다가 지반내의 흐름과 간극수압을 측정하여 상·하류 수위차가 수리구조물의 안정성에 미치는 영향을 분석할 수 있었다.

• The Journal of the Korea Contents Association
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• 제11권4호
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• pp.244-252
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• 2011

This study was to estimate the radiation dose associated with 64-slice multidetector CT(MDCT) in clinical practice and quantify the potential cancer risk associated with these examinations. Lifetime attributable risks(LAR) were estimated with models developed in the national Academies' Biological Effects of Ionizing Radiation VII report. Mean effective dose were 1.48mSv in Brain axial scan, 7.66mSv in chest routine contrast, 12.17mSv in coronary angiogram, 24.52mSv in Dynamic abdomen scan. LAR estimates for brain routine varied from 1 in 7463 for man to 1 in 4926 for women. In chest routine with contrast, LAR varied from 1 in 1449 for men to 1 in 952. LAR of Abdomen dynamic CT varied from 1 in 453 for men to 1 in 298 for women. So, 64-slice MDCT scan is associated with non-negligible LAR of cancer. Doses can be reduced by careful attention to scanning protocol.

• The Journal of Korean Association of Computer Education
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• 제19권1호
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• pp.1-10
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• 2016

This study empirically investigates the effect of web-based research ethics education to principal investigator who conduct national research project. The web-based research ethics education program was devised and operate for each research field. After education educational satisfaction, understanding and moral judgement were investigated. The research results revealed that education was improving educational satisfaction and but also understanding whereas moral judgement was not. These findings imply that moral judgement was not enhancing though short-term research ethics education as preceding research. Moreover, this paper speaks to a supplemented program with methods of ethics education which needs more interactive communication within long-term education for enhancing effectiveness of instruction.

• Journal of the Korean Geotechnical Society
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• 제22권8호
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• pp.43-54
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• 2006

The scope of this paper covers the applications of bender element tests in consolidation, tomography, and liquefaction. Loading and unloading time during consolidation are evaluated based on shear wave velocity. As S-wave velocity is dependent on effective stress, the loading step may be determined. However, cautions are required due to the different mechanism between the settlement and effective stress criteria. The stress history may be evaluated because the S-wave shows the cement controlled regime and stress controlled regimes. A fixed frame complemented with bender elements permits S-wave tomography The tomography system is tested at low confinement within a true triaxial cell. Results show that shear wave velocity tomography permits monitoring changes in the velocity field which is related to the average effective stress. To monitor the liquefaction phenomenon, S-wave trans-illumination is implemented with a high repetition rate to provide detailed information on the evolution of shear stiffness during liquefaction. The evolution of shear wave propagation velocity and attenuation parallel the time-history of excess pore pressure during liquefaction. Applications discussed in this paper show that bender elements can be a very effective tool for the detection of shear waves in the laboratory.

• Journal of the Korea Concrete Institute
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• 제19권1호
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• pp.113-120
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• 2007

In this study, researches for the development of antibiotics and antimicrobial concrete were conducted to reduce biochemical corrosion of sewage concrete. First of all, desired performance, such as watertightness, antibiosis, homogeneity, workability and harmlessness, was proposed and performance of antibiotics and antimicrobial concrete were evaluated by them. As results of this study, dispersibility and antibiosis of liquid antibiotics superior to powdery antibiotics. Antibiosis of antimicrobial concrete was verified, and amount of elution of harmful and effective ingredients was little. In workability, setting time of antimicrobial concrete was delayed. Compressive strength and resistance to carbonation of antimicrobial concrete were more increased than ordinary concrete. Also, as little pore volume and closed structure of antimicrobial concrete were observed, watertightness of it was verified. Finally artificial accelerating test for biochemical corrosion was proposed, and its suitability was experimentally proved.

• Applied Chemistry for Engineering
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• 제27권3호
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• pp.280-284
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• 2016

In this study, the extractable content of each parameters from angelica was confirmed using conventional solvent extraction and microwave extraction in order to extract the functional active ingredient. In addition, the functionality of active ingredients was evaluated by measuring the antioxidant activity and the flavonoids and total polyphenols of the active ingredient extracted from angelica, For the conventional solvent extraction at optimal conditions of the extraction time (2 h), ethanol/pure water volume ratio (60%), the extraction temperature ($60^{\circ}C$), 20.6 wt% of the active ingredient were extracted. Also, when using microwave extraction at optimal conditions of the microwave irradiation time (6 min), microwave intensity (600 W) and ethanol/pure water volume ratio (60 vol%) 22.8 wt% of the active ingredient were extracted. The microwave method required shorter time to complete extraction compared to that of using the conventional solvent extraction method. The antioxidant activity of active ingredients extracted from angelica was 31.46% of DPPH radical scavening activity. The flavonoid content was 14.20 mg QE/mg dw, and total polyphenol content was 11.70 mg GAE/g when using the microwave extraction process.

• KSCE Journal of Civil and Environmental Engineering Research
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• 제26권3C호
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• pp.201-207
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• 2006

Soil tests are generally conducted using a membrane to measure a pore water pressure. However, it has also been recognized that the membrane penetrates into the specimen by the change of the confining pressure, and it results in the erroneous measurement in the pore water pressure and the volumetric strain. This study examined the effectiveness of the correction equation of the membrane penetration on the basis of the experimental data acquired during the isotropic unloading and the cyclic shear process using the hollow cylindrical shear test equipment. The results showed that the membrane penetration by the correction equation could be overestimated when the mean effective stress was lower than 20kPa in this study. The limitations originated from the sudden increase near the zero effective stress, and in order to prevent the overestimation in low effective stress condition, the use of the constant a was proposed in this study. Furthermore, the correction equation for the membrane penetration had to be applied carefully when the initial relative density was high and the density changes were occurred by the relocation of the soil particle by the liquefaction.

• Journal of the Korean Society for Railway
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• 제20권5호
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• pp.595-601
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• 2017

Due to the electrification of railways, fault at the traction line is increasing year by year. So importance of the fault locator is growing higher. Nevertheless at the field traction line, it is difficult to locate accurate fault point due to various conditions. In this paper railway feeding system current loop equation was simplified and generalized though measured data. And substation, train power data were measured under synchronized condition. Finally catenary impedance was predicted through generalized equation. Also simulation model was designed to figure out the effect of load current for train at same location. Train current was changed from min to max range and catenary impedance was compared at same location. Finally, power measurement was performed in the field at train and substation simultaneously and catenary system impedance was predicted and calculated. Through this method catenary impedance can be measured more easily and continuously compared to the past method.