• 컴퓨터교육학회논문지
• /
• 제18권4호
• /
• pp.55-62
• /
• 2015

협력 필터링을 통한 추천 시스템은 정보 검색 편의성을 제공함으로써 다방면에서 성공적으로 활용되어왔다. 유사도 측정은 추천인들의 범위를 결정하는 기준이 되기 때문에 이러한 시스템의 성능을 좌우하는 결정적 요소이다. 본 연구에서는 기존의 유사도 측정 공식에서 산출되는 유사도값의 분포를 분석하고, 유사도값과 공통평가항목수와의 관계를 조사하였다. 이를 통해 발견된 문제점을 보완하기 위하여 유사도값의 제한을 통하여 신뢰할 만한 추천인들을 선정하는 방법을 제시하였다. 실험 결과, 유사도의 상한값과 하한값을 동시에 제한하는 방법이 기존보다 월등한 성능 향상을 가져왔다. 특히 적은 수의 최인접이웃을 참조했을 때 두드러졌는데, 코사인 유사도에 대해서는 최대 0.047, 피어슨에 대해서는 최대 0.03의 추천 성능 향상을 보였다. 이 결과는 피어슨과 코사인 유사도를 이용하는 협력필터링 시스템에서 매우 높거나 낮은 유사도의 이웃의 평가 등급은 참조하지 않는 것이 바람직함을 암시한다.

• 한국전산구조공학회논문집
• /
• 제27권3호
• /
• pp.191-198
• /
• 2014

본 논문에서는 노심용융사고 시 관통노즐이 제거된 원자로용기 하부헤드의 구조 건전성 평가를 수행하였다. 열응력, 노심용융물의 질량 그리고 내압조건의 해석결과를 고려할 때, 하부헤드의 열응력에 의한 영향이 가장 크게 나타났다. 손상 가능성은 파손기준에 따라 평가하였으며, 등가소성변형률이 임계변형률 파손기준보다 낮은 수준으로 평가되었다. 열-구조물 연성해석 결과 하부헤드의 두께 중간층에서 항복강도보다 낮은 응력이 발생한 탄성영역 구간을 확인하였다. 내압이 커지면서 탄성영역 범위가 점차 좁아지면서 탄성영역이 내벽으로 이동하는 결과를 확인하였고, 노심용융사고 시 구조적 건전성을 만족하는 것으로 평가되었다.

• 한국작물학회지
• /
• 제27권1호
• /
• pp.49-54
• /
• 1982

보리의 생리적 성숙기를 외시적 형질의 변이로서 판정할 수 있는 기준을 설정하여 효과적인 단기 등숙성 계통선발과 등숙유전 연구에 활용하고저 33 품종 및 계통을 4 출수군으로 분류하여 5개 형질에 대하여 검토하였다. 그 결과를 요약하면 다음과 같다. 1. 조기출수 품종일수록 등숙기간이 길어져 출수기와 등숙기간에는 고도의 부의 상관(r=0.656$^{**}$ )를 보였고, 품종간 등숙기간의 차이가 인정되었다. 2. 성숙기 결정에 이용된 각형질중 수분함량과 외영의 색도변화가 가장 유효하였다. 3. 생리적 성숙기를 외시적 측정에 의하여 결정할 때 외영의 색도가 가장 안정하고 민감하게 변화하여 유용한 형질이었다. 또한 지엽의 색도변화를 같이 고려한다면 더 정확한 숙기판단이 될 것으로 본다. 4. 이 시기에 외영의 색은 Grayish yellow (연회황색)이었고, 평균 수분함량은 약 33%이었다.

• Geomechanics and Engineering
• /
• 제32권1호
• /
• pp.49-68
• /
• 2023

The three-dimensional failure criterion is essential for maintaining wellbore stability and sand production problem. The convenient factor for a stable wellbore is mud weight and borehole orientation, i.e., mud window design and selection of borehole trajectory. This study proposes a new three-dimensional failure criterion with linear relation of three in-situ principal stresses. The number of failure criteria executed to understand the phenomenon of rock failure under in-situ stresses is the Mohr-Coulomb criterion, Hoek-Brown criterion, Mogi-Coulomb criterion, and many more. A new failure criterion is the extended Mohr-Coulomb failure criterion with the influence of intermediate principal stress (σ₂). The influence of intermediate principal stress is considered as a weighting of (σ₂) on the mean effective stress. The triaxial compression test data for eleven rock types are taken from the literature for calibration of material constant and validation of failure prediction. The predictions on rock samples using new criteria are the best fit with the triaxial compression test data points. Here, Drucker-Prager and the Mogi-Coulomb criterion are also implemented to predict the failure for eleven different rock types. It has been observed that the Drucker-Prager criterion gave over prediction of rock failure. On the contrary, the Mogi-Coulomb criterion gave an equally good prediction of rock failure as our proposed new 3D failure criterion. Based on the yield surface of a new 3D linear criterion it gave the safest prediction for the failure of the rock. A new linear failure criterion is recommended for the unique solution as a linear relation of the principal stresses rather than the dual solution by the Mogi-Coulomb criterion.

• 콘크리트학회논문집
• /
• 제24권4호
• /
• pp.423-433
• /
• 2012

콘크리트 충전 강관 기둥은 축하중 재하시 콘크리트에 구속응력이 발생함에 따라 콘크리트의 강도가 증가한다. 콘크리트의 강도 증가분은 발생된 구속응력의 크기에 종속되므로 비선형 해석을 통하여 원형 콘크리트 충전 강관의 축방향 하중에 대한 최대 저항능력을 산정하였다. 콘크리트의 포아송비 및 응력-변형률 관계와 같은 비선형 재료 특성을 고려하였으며, 강관의 다축 항복조건을 기준으로 최대 구속응력을 산정하였다. 실험 결과와의 비교를 통하여 제안된 모델을 검증하였으며, 회귀분석을 통하여 D/t 비율 및 재료성질에 따른 최대 구속응력 산정법을 단순화하였다. Eurocode 4 설계 기준 및 기존에 제안된 다양한 경험식과의 비교를 통하여 제안된 회귀분석식의 타당성을 검증하였다.

• Advances in concrete construction
• /
• 제6권2호
• /
• pp.123-143
• /
• 2018

Self compacting concrete (SCC) has good flowability, passability and segregation resistance because of voluminous cementitious material & high coarse aggregate to fine aggregate ratio, and high free water availability. But these factors make it highly susceptible to shrinkage. Fibers are known to reduce shrinkage in concrete mixes. Until now for conserving cement, only pozzolanic materials are admixed in concrete to yield a SCC. Hence, this study compares the use of wollastonite micro fiber (WMF), a cheap pozzolanic easily processed raw mineral fiber, and flyash in yielding economical SCC for rigid pavement. Microsilica was used as a complimentary material with both admixtures. Since WMF has large surface area ($827m^2/kg$), is acicular in nature; therefore its use in yielding SCC was dubious. Binary and ternary mixes were constituted for WMF and flyash, respectively. Paste mixes were tested for compatibility with superplasticizer and trials were performed on a normal concrete mix of flexural strength 4.5 MPa to yield SCC. Flexural strength test and restrained shrinkage test were performed on those mixes, which qualified self compacting criteria. Results revealed that WMF admixed pastes have high water demand, and comparable setting times to flyash mixes. Workability tests showed that 20% WMF with microsilica (5-7.5%) is efficient enough in achieving SCC and higher flexural strength than normal concrete at 90 days. Also, stress rate due to shrinkage was lesser and time duration for final strain was higher in WMF admixed SCC which encourages its use in yielding a SCC than pozzolanic materials.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제17권2호
• /
• pp.28-36
• /
• 2012

This study carried out several kinds of investigations such as geology, hydrogeology, groundwater level and quality, surface-water quality, and the quantity and quality of groundwater discharge from the subway to identify the causes of groundwater contamination around the subway tunnel at Suyeong District in Busan City. Geostatistical analyses were also conducted to understand the characteristics of groundwater level and quality distributions. There are Kwanganri Beach and Suyeong River in the study area, which are basically influenced by seawater. The total quantities of groundwater utilization and groundwater discharge from the subway tunnel in Suyeong District are 2,282,000 $m^3$/year, which is 2.4 times larger than the sustainable development yield of groundwater. The lowest groundwater level around the subway tunnel is about 32 m below the mean sea-level. The large drawdown of groundwater led to the inflow of seawater and salinized river water toward the subway tunnel, and therefore the quality of groundwater didn't satisfy the criteria of potable, domestic, agricultural and industrial uses. Distribution maps of groundwater level and qualities produced by kriging were very useful for determining the causes of groundwater contamination in the study area. The distribution maps of electrical conductivity, chloride and sulfate showed the extent of seawater intrusion and the forceful infiltration of the salinized Suyeong River. This study revealed that seawater and salinized river water infiltrated into the inland groundwater and contaminated the groundwater around the subway tunnel, because the groundwater level was seriously drawdowned by groundwater discharge from the subway tunnel. The countermeasure for the minimization of groundwater discharge from the subway tunnel is necessary to prevent the groundwater obstacles such as groundwater depletion, groundwater-quality deterioration, and land subsidence.

• Asian-Australasian Journal of Animal Sciences
• /
• 제16권6호
• /
• pp.789-793
• /
• 2003

An investigation was conducted on 729 Hariana cows maintained at Government Livestock Farm, Hisar, from 1973 to 1999, with an objective to compare the efficiency of various selection indices for attaining desired genetic gains in the index traits. The various traits included were age at first calving (AFC), service period (SP), calving interval (CI), days to first service (DFS), number of services per conception (NSPC), lactation milk yield (LY), peak yield (PY), dry period (DP). Except for LY, PY and AFC the heritabilities of all other traits were low. Desirable associations among reproductive traits are supportive of the fact that any one of these traits incorporated in simultaneous selection is expected to cause correlated response in other traits. Production traits (LY and PY) were positively correlated, while DP had low negative genetic correlation with LY, and high genetic correlation with PY. Thus, DP can be taken as additional criteria in selection index for better over all improvement. Almost all production traits except DP had low negative correlation with AFC, SP, DFS and CI meaning that reduction in reproduction traits up to certain level may increase production performance. While, the correlation of NSPC with LY and PY was moderate positive. Among four trait indices I23: incorporating PY, AFC, SP and NSPC and among three trait indices I1: incorporating LY, AFC and SP were the best as these required least number of generations (4.87 and 1.35, respectively) to attain desired goals. Next in order of preference were PY or LY along with DP and SP as the best indices (I20 and I16) of which, index with PY may be preferred instead of LY as it produced considerably high correlated response in LY and reduction in NSPC as well.

• 한국도로학회논문집
• /
• 제19권1호
• /
• pp.1-9
• /
• 2017

PURPOSES : The objective of this study is to develop an optimized method of mix design for rapid-set lightweight-formed mortar mix. To achieve this objective, the workability, setting time, and compressive strength of mixes under various conditions of mix design were evaluated. METHODS : The water-bonder ratio, fly-ash substitution ratio, and forming agent injection amount were selected as design variables in the study. The fluidity, setting time, density, and strength of the mortar mix were considered as major evaluation criteria of the mixture, and were subsequently utilized to evaluate the characteristics of the mortar mix under various conditions. RESULTS : The observations made from the mix design process are as follows: 1) the air content and fluidity increase as the forming agent ratio and forming agent ratio increase, respectively; 2) the maximum air content is approximately 20%; 3) the accelerating agent decreases the fluidity of the mortar mix by 15% on average; 4) the forming agent injection ratio and fly-ash substitution ratio yield significant effects on the initial and final set times of the mortar mix; 5) as the forming agent injection ratio and fly-ash substitution ratio increase, the compressive strength of the mortar mix decreases; and 6) the 28-day compressive strengths of the forming agent injection ratio and fly-ash substitution ratio yield the most significant effects. CONCLUSIONS : It is concluded that the governing design variables for the rapid-set lightweight-formed mortar mix are the forming agent injection ratio and fly-ash substitution ratio.

• 한국세라믹학회지
• /
• 제38권9호
• /
• pp.822-828
• /
• 2001

Bayer process는 보오크사이트로부터 수산화알루미늄을 추출시키는 가장 일반적인 방법으로 공정 조건에 따라 수산화알루미늄의 1차 입자경, 입도분포도 및 생산효율 등이 달라지게 된다. 본 실험에서는 앞선 석출실험 결과를 기준으로 화학제품용 및 금속제련용 수산화알루미늄 제조조건을 설정하여 석출제품의 특성을 검토하였다. 그 결과 석출율은 화학제품용 원료 제조조건이 높게 나타났으며 입자크기는 화학제품용은 42∼44${\mu}$m, 금속제련용은 74∼77${\mu}$m로 금속제련용 원료 제조조건이 입자크기가 크게 나타났다. 산용해 실험결과는 화학제품용 원료가 금속제련용 원료보다 용해성이 좋게 나타났으며, 금속제련용 제품의 마모도는 상업용 금속제련용 제품에 비해 다소 떨어지는데 이러한 이유는 타사 제품에 비해 1차입자가 작가 때문인 것으로 판단된다.