• EDISON SW 활용 경진대회 논문집
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• 제6회(2017년)
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• pp.516-526
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• 2017

본 논문은 테오얀센 메커니즘을 적용한 보행 로봇 형상 및 라인 트레이싱을 위한 센서의 최적 설계를 수행한다. 소프트웨어를 활용하여 보행 로봇의 운동학적 해석(보행 곡선 추적, Ground Length, Ground Angle Coefficient), 최적화 및 상세 설계, 센서 추적 관련 시뮬레이션을 수행하고 분석하여 속도가 빠르며 안정적으로 주행하는 테오얀센 메커니즘 모델을 제안한다.

• 전기의세계
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• 제29권6호
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• pp.401-409
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• 1980

This paper deals with the implementation of forced reclosing the transmission line. Because the ground circuit breaker method decrease the secondary arc current sufficiently, the reclosing time can be reduced. As the secondary arc current is large and its residual time is long in UHV transmission line, this method is more effective in that system. The resistance of ground circuit breaker which minimize the secondary arc current is determined according to the system voltage and the length of transmission line.

• 한국태양에너지학회 논문집
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• 제29권5호
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• pp.20-27
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• 2009

The effect of borehole thermal resistance on the borehole length is studied. In performing this work a new concept BLRR(borehole length reduction rate) is developed based on the line source model. The solution of line source model is shown to be valid through the comparison with the data of thermal response test. It is shown that BLRR is a function of soil thermal conductivity(k) and borehole thermal resistance($R_b$). The value of BLRR increases with increasing k, which means reducing $R_b$ is more effective when k is high. The reduction of borehole length with change of $R_b$ is easily estimated with BLRR. The validity of BLRR is also examined with EED analysis.

• 조명전기설비학회논문지
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• 제24권5호
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• pp.37-43
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• 2010

넓은 범위의 주파수 스펙트럼을 포함하고 있는 낙뢰나 전력변환 기기들을 고려할 때 접지시스템의 성능은 접지임피던스에 의해 평가되어야 한다. 본 논문은 실규모의 수직 접지전극과 매설지선에 대한 접지임피던스의 주파수 의존성에 대한 측정결과를 나타낸다. 수직 접지전극과 매설지선의 접지임피던스는 접지전극의 길이와 토양의 대지저항률에 따라 용량성 또는 유도성 특성을 나타내었으며, 단순히 접지저항을 낮추기 위해 접지전극의 길이를 증가시키는 것은 비효율적이며 접지임피던스를 고려한 접지설계가 요구된다. 또한 매설지선의 접지임피던스를 저감시키기 위해 접지도선은 매설지선의 중앙에 접속되어야 하며, 봉상 접지전극을 매설지선과 병렬로 설치하는 것이 접지임피던스의 저감에 효과적인 것으로 나타났다.

• Anatomy and Cell Biology
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• 제57권2호
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• pp.271-277
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• 2024

Human dentition is unique to individuals and helps in identification of individuals in forensic odontology. This study proposes to study the manually ground sections of single rooted teeth using digital methods for dental age estimation. To assess the dentinal translucency from the scanned digital images of manually ground section of teeth using commercially available image edition software. Corroborating the root dentinal translucency length and region of interest (ROI) of translucency zone in pixels (as a marker of dental age) with the chronological age of the subject, as stratified by different age groups. Twenty single-rooted extracted teeth from 20 patients each from 6 groups divided as per age. Manual sectioning of the teeth followed by scanning the sections was done. Root area in pixels and ROI of translucency zone were measured. From the observed values, translucency length percentage (TLP) and percentage of ROI in pixels (TPP) was calculated and tabulated. Pearson's correlation coefficients were obtained for age with TLP and TPP. Positive correlation existed between age and TLP and also between age and TPP. With the obtained data, multilinear regression equations for specific age groups based on 10-year intervals were derived. By a step-down analysis method, age was estimated with an average error of around ±7.9 years. This study gives a novel method for age-estimation that can be applied in real-time forensic sciences.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.579-585
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• 2009

Recently, Vertical-Closed Loop system using geothermal which is the most efficient among the building cooling and heating systems is coming into wide spread due to assistance of domestic policies. However, there is a limitation that a design of ground heat exchanger taking 60% of construction cost is done by GLD and GLHEPRO programs without specific guidelines and consideration on Entering Water Temperature(EWT). For getting an optimal EWT, we analyzed the costs for construction of ground heat exchanger and cooling and heating for 15 years. In the results, reduction of construction costs as the length of ground heat exchanger shortens was much greater than increase of the electrical power consumption as COP gets low. EWT that COP of heat pump can be 3.76 or above was below $31^{\circ}C$ in cooling and was over $5^{\circ}C$ in heating.

• 한국지반공학회논문집
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• 제34권6호
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• pp.61-73
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• 2018

쏘일네일 보강지반에 전단변형이 발생하면 쏘일네일 주변지반에는 수동토압이 유발되고, 전단변형의 증가는 주변지반의 토압 변화와 쏘일네일의 변형 및 부재력 변화를 야기한다. 본 연구에서는 대형 직접전단시험기를 이용하여 쏘일네일의 수직방향으로 전단변형을 유발하면서 쏘일네일의 전단거동을 실험적으로 분석하였으며, 수치해석을 통해 검증하였다. 전단면에서 이격된 쏘일네일의 정착부 길이(6D, 8D, 10D, 12D) 변화를 변수로 전단시험을 실시하였다. 연구결과, 전단변형의 지속적인 증가는 그라우트의 손상을 유발함을 확인하였으며, 정착부 길이변화에 따른 영향을 확인하였다. 모형시험과 수치해석을 통해 분석된 쏘일네일의 전이길이는 0.2~0.22m로 기존 연구에서 제시한 0.1m보다 크게 증가하였으며, 전단영역은 전단면에서 0.6m까지의 범위로 확인되었다.

• 한국농공학회지
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• 제11권4호
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• pp.1827-1831
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• 1969

Resulties of research on the capacity of ground water of 994 concrete-pipe-wells and 97 infiltration-gallerys in ground-water-developement-works region executed from March to Julyin 1969, in Choong Chung Nam Do, and research on the quality of ground water for 88 wells for home-use around of River Geum Area, are as fellows: (1) Thickness of aquifer is no more than 2.85m averagely even at river-overflowed plain, alluvial plain and valley plain area that are estimated to contain ground water mostly. And so, it is guessed that ground water capacity is not much especially. (2) Soil of aquifer of the above area is sand or gravel and it is estimated to be good for ground water developement and its mean permeability coefficient is bout $2.5{\times}10^{-3}$(m/sec), and its porosity is about 33.9%. (3) The quality of ground water is good for irrigation water exception of delta plain area. Warm water plan is to need for irrigation water when water temperature is less than 19 degrees below zero. (4) Prospect of ground water developement, judging from quality and quantity, expects to lay infiltration gallery under the ground at river bed in order to utilize under-flow-water of river bed, river-overflowed plain, alluvial plain and valley plain that ground level is less than 50m. (5) Collectable water volume of under-flow-water of river bed is about 450 to $750m^3/day$ to be able to irrigate 3ha to 5ha of the cultivated land in case that infiltration gallery length is 50m and its depth is about 5m. (6) Collectable water volume at river-overflowed plain, alluvial plain and valley plain area, is estimated $150m^3/day$ to be able to irrigated 1ha of the cultivated land.

• 한국지진공학회논문집
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• 제7권6호
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• pp.35-47
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• 2003

다수의 지점 위에 놓인 교량의 경우, 지진으로 인한 지반운동은 교량길이에 따른 거리에 걸쳐 지점마다 현저하게 다를 수 있다. 본 연구는 이러한 공간적 특성을 고려하기 위하여 지점마다 다른 진폭과 위상 그리고 주파수 성분을 갖도록 지반운동 시간이력곡선을 생성하였고, Monte Carlo 해석기법을 사용하여 생성된 지반운동 하에서 교량의 비선형 동적거동을 고찰하였으며 두개의 실제 교량에 대한 취약도 해석을 수행하였다. 공간적 특성이 지진반응에 미치는 영향을 고려하여 교량교각의 연성도에 대한 취약도 곡선을 개발하였고, 동일지진 하에서의 취약도 곡선과 비교 검토하였다. 본 연구는 동일 지반운동을 사용하여 교량해석을 수행하는 경우 교각의 요구 연성계수가 상이 지반운동을 사용하는 경우보다 저평가 될 수 있다는 것을 입증하였다. 지진취약도 곡선은 지반운동의 강도를 표시하는 PGA, PGV, SA, SV와 SI의 함수로 나타내어졌다. 본 연구는 최초로 공간적 특성을 반영한 지반운동 하에서의 지진취약도 곡선을 개발하였으며, 다경간 교량의 내진설계시 시방서에 그 영향을 고려하기 위한 설계지침의 근거를 제공할 것이다.

• 한국산림과학회지
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• 제5권1호
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• pp.27-32
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• 1966

Taking an opportunity of the application of clearcutting method, 140 red pine (Pinus densiflora Sieb. et Zucc.) trees grown at Chon-nam province, the southern part of South Korea, were fellen and the tree height, clear-bole length, D.B.H. diameter at base(0.2m above from the ground line) and the length of the longest branch were measured. The correlation between factors mentioned were analysed. The results are summarized as follows: 1. The correlation between crown length and tree height (r=0.821) was sinificant. 2. The correlation between the diameter at base and D.B.H. was highly significant (r=0.961). D.B.H. can be calculated from multiplying the diameter at base by 0.88. 3. A weak relation between D.B.H and tree height was abserved. 4. The positive correlation between tree height and clear-bole-length was calculated, but it was not sharp between D.B.H. and the length of the longest branch. 5. The height, basal area, D.B.H. and volume increment by tree class calculated from the data of the stem analysis are presented (Tab. 3~10).