• Proceedings of the Korea Information Processing Society Conference
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• 2008.11a
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• pp.970-973
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• 2008

본 논문은 대체 서비스 디스커버리를 위한 효과 기반 명세 모델과 매칭 방식을 제안한다. 효과기반이라 함은 시맨틱 웹의 IOPE 모델에서 효과(effect)를 재 정의 하여 서비스 및 디바이스를 명세하는데 사용한다는 말이다. 여기서 효과는 인간이 인지할 수 있는 오감을 사용하며, 오감의 인지는 센서를 통하여 한다. 오감을 이용하여 서비스를 탐색 함으로써, 우리는 서비스의 가용성을 높일 수 있다. 매칭은 서비스를 세 가지의 타입으로 나눈 후 각 타입에 해당하는 항목별로 유사도를 계산하고 각 항목들의 합으로 최종 유사도를 도출해 낸다. 본 연구에서 제안한 효과 기반 서비스 디스커버리는 기존의 시맨틱 서비스 디스커버리보다 서비스의 가용성을 높여 줄 것으로 기대한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.1371-1375
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• 2004

하천은 대부분이 단일하천이 아닌 몇 개의 지류가 본류와 만나는 복잡한 하천망으로 구성되어 있다. 이때 지류와 본류가 만나는 합류부는 단일하천내 통상의 단면에 비하여 수위, 유속등의 수리학적 특성이 복잡한 현상을 보이게 되려 상류로부터 유입되는 본류와 지류의 유량비, 합류 각도 등에 따라 합류부에서의 수리학적 특성은 매우 민감하게 변화된다. 이러한 변화는 본류 및 지류에 의한 배수효과도 발생된다. 합류부의 배수효과는 합류점뿐만 아니라 합류점 상류의 본류와 지류의 수위 및 유속변화를 유발하여 홍수피해를 가중시키게 된다. 따라서 본류와 지류가 만나는 합류부의 정확한 수리특성의 파악은 안정적인 하천기능을 유지하기 위한 매우 중요한 요소라 할 수 있다. 이를 위해서 합류후 정체구간의 수리 특성분석과 그에 따른 통수능의 저하가 본류에 미치는 배수효과를 분석하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.21 no.5
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• pp.675-687
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• 2019

In recent years, the needs for double deck-tunnels have increased in large cities due to the increase in traffic volume and high land compensation costs. In Korea, a network type tunnel which is smaller than general road tunnels and crosses another tunnel underground is planned. In the shield tunnel joints between the existing shield tunnel and the box-type enlargement section, a partial steel-concrete joint is proposed where the bending moment is large instead of the existing full-section steel joint. In order to analysis the enlargement section of the shield tunnel diverged section to reflect the three-dimensional effect, the two-dimensional analysis model is considered to consider the column effect and the stiffness effect of the longitudinal member. A two-dimensional analysis method is proposed to reflect the stiffness of the longitudinal member and the column effect of the longitudinal point by considering the rigidity of the longitudinal member as the elastic spring point of the connecting part in the lateral model. As a result of the analysis of the model using the longitudinal member, it was considered that the structural safety of the partial steel-concrete joint can be secured by reducing the bending moment of the joint and the box member by introducing the longitudinal member having the stiffness equal to or greater than a certain value.

• Journal of the Korea Concrete Institute
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• v.23 no.3
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• pp.385-392
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• 2011

In this study, experimental research was carried out to evaluate and improve the seismic performance of reinforced concrete beam-column joint regions using strengthening materials (steel plate, carbon fiber sheet, and embedded carbon fiber rod) in existing reinforced concrete buildings. Six specimens of retrofitted beam-column joints are constructed using various retrofitting materials and tested for their retrofit performances. Specimens designed by retrofitting the beam-column joint regions (LBCJ series) of existing reinforced concrete building showed a stable mode of failure and an increase in load-carrying capacity due to the effect of crack control at the time of initial loading and confinement from retrofitting materials during testing. Specimens of LBCJ series, designed by the retrofitting of FRP in reinforecd beam-column joint regions increased its maximum load carrying capacity by 26~50% and its energy dissipation capacity by 13.0~14.4% when compared to standard specimen of LBCJC with a displacement ductility of 4.

• KOREAN JOURNAL OF CROP SCIENCE
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• v.28 no.3
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• pp.291-298
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• 1983

The effects of various factors affacting yield and its components in rice were estimated by analzing the yield forcasting trial data from 1966 to 1979. The results obtained are as follows: 1. The year effects was increased by 3.46kg per year, and one day early planting increased by 2,26kg. 2. The effect of japonica vareties was negative while that of indica-japonica hybrid varieties was positive and the effect of each varities was increased by 3.46kg per year. 3. The contribution of each effect of the planting date, nitrogen varity, pest control and other improvement of cultivation to yield was estimated as 1.76kg (14.5%), I.04kg (8.7%), 5.84kg(48.2%), 3.47kg(28.6%) per year, respectively.

• Korean Journal of Cleft Lip And Palate
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• v.7 no.2
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• pp.93-106
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• 2004

본 연구의 목적은 편측성 구순구개열 (UCLP) 환자에서 술전 비치조 정형장치 (presurgical nasoalveolar molding appliance, PNAM) 와 구순 봉합수술의 치조골 정형효과를 3차원 (3-D) 분석을 통하여 평가하는 것이다. 연구대상은 16명의 UCLP 환자 (평균 파열부거리: 10.46mm) 이며 PNAM 장치에 의한 치료와 rotation-advancement법에 의한 구순 봉합수술을 받았다 처음 내원시 (평균연령: $37.0{\pm}27.89$ 일), PNAM 치료를 받고 난 후이며 구순봉합수술 1달 전 (평균연령: $119.25{\pm}40.18$ 일), 구순봉합수술 2달 후 (평균연령: $190.81{\pm}42.78$ 일)에 상악의 인상을 채득하였다. 그 후 laser scanning machine (Orapix, Dimennex, Seoul, Korea) 과 3-D view software (3Dxer, Dimennex) 를 사용하여 3-D모형을 제작하였다. 선, 각도, 정중선변이, 거리, 면적 항목을 3-D 모형상에서 계측하고, 각 시기별의 차이를 비교하기 위하여 Wilcoxon signed rank test를 사용하여 분석하였다. PNAM치료 동안과 구순 봉합수술 후에도 치조골 후방부는 안정된 구조물이었다. PNAM치료에 의한 파열부 거리의 감소는 대분절 (greater segment) 의 내측 굴곡 (bending) 에 의하여 발생하였다. 대분절 (greater segment)의 전방 성장은 PNAM치료에 의하여 억제되었으나, 구순 봉합수술 후에 회복되었다. 구순 봉합수술 후에 대분절과 소분절 사이의 전방부 각도의 증가는 구순 반흔 (lip scar) 의 압력에 의한 치조골 정형 효과 때문으로 생각된다. 정중선변이는 PNAM치료에 의하여 개선되었다. PNAM치료 동안과 구순 봉합수술 후에 구개부 (palatal segment) 의 면적은 계속 증가하였다. 치조골 면적과 거리 항목의 증가는 후방부에서 크게 나타났다. 이러한 결과는 PNAM치료에 의한 치조골 정형효과는 주로 전방부에서 발생하며, 치조골의 성장은 구순 봉합수술 후에 후방부에서 주로 발생한다는 것을 의미한다.

• Journal of the Korean Society of Food Science and Nutrition
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• v.44 no.8
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• pp.1157-1164
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• 2015

The present investigation evaluated the antioxidant activities of water extracts from dandelion (Taraxacum officinale) aerial parts, roots, and mixed extracts. Mixed extract of T. officinale was a mixture of aerial parts and roots at 9:1 and 8:2 weight ratios. Extracts from aerial parts (DAE), roots (DRE), and mixture of aerial parts and roots (DME) were measured for cell viability and catalase activity in HepG2 cells, 1,1-diphenyl-2-picrylhydrazyl (DPPH) radical scavenging activity, and lipid peroxidation inhibitory activity. Cell viabilities of HepG2 cells treated with DAE, DRE, DME 8:2, and DME 9:1 against $H_2O_2$-induced oxidative damage were 63.4%, 54.6%, 76.7% and 83.4% at a concentration of $400{\mu}g/mL$, respectively. Catalase activity was highest in DME 9:1 (12.2 mU/min/mg protein) compared with DAE (9.0 mU/min/mg protein) and DRE (9.7 mU/min/mg protein). DPPH radical scavenging activity of DME showed a significantly lower $EC_{50}$ value than DAE ($EC_{50}$ value of DME $9:1=163.3{\mu}g/mL$, DME $8:2=172.4{\mu}g/mL$, and $DAE=173.7{\mu}g/mL$). Lipid peroxidation inhibitory activity of DME showed a significantly lower $EC_{50}$ value than DAE [$EC_{50}$ values of DME $(9:1)=454.4{\mu}g/mL$, DME $(8:2)=426.6{\mu}g/mL$, and $DAE=654.7{\mu}g/mL$]. The results indicate that a small amount of T. officinale roots increased antioxidant activity of aerial parts. Especially, a 9:1 mixture was more valuable than 8:2 mixture for industry.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.48 no.10
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• pp.753-763
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• 2020

A wind tunnel test of 29.7% scaled model of NASA Common Research Model with belly model support was performed in small low speed wind tunnel. The static aerodynamic forces and moments of CRM were measured with belly sting support configuration. Pitching moments of belly sting with various fairings were compared and small interference fairing shape was found. The belly sting model support interference and reducing effect of fairing shapes with CFD analysis.

• Journal of the Korean Society for Marine Environment & Energy
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• v.8 no.1
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• pp.23-30
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• 2005

A numerical scheme is proposed which is applicable to the evaluation of wave field containing floating structures, and the method is utilized to estimate the effect of the floating breakwaters to be installed in Wonjeon port near Masan. The model is based on the mild-slope equation which is widely accepted for the calculation of wave modulation near shores and an additional term is introduced to consider the wave scattering associated with the thin floating structures such as floating breakwaters. The tranquility in Wonjeon port with the floating breakwater in the east side is calculated and compared with the one with a bottom-fixed breakwater. The present method is believed to provide an efficient way of quantitative measurement of the performance of floating breakwaters.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.229-232
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• 2008

Researches on the steel-concrete composite girder filled with plain concrete have been being actively performed on the grounds that this type of girder has constructional, structural and aesthetical benefits. As a part of studies on the characteristics of inner shear connections in the concrete-filled steel-concrete composite girder with plain concrete, the confinement effect on the stiffness of inner shear connections was examined in this study. In the case of concrete-filled steel-concrete composite girder, it can be expected that the stiffness of shear connections may be increased in comparison with the case not confined. Therefore, the experimental studies were performed with the confinement effect as a parameter, and the results are discussed in this paper.