• 한국광학회지
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• 제13권6호
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• pp.479-485
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• 2002

다중모드간섭을 이용한 임의 분배 비율의 광전력 분배기에 대한 벡터 해석법을 제시한다 광전력 분배는 집적 광학의 기초가 되는 부분이며 특히 광전력 비율을 임의로 조절할 수 있다면 많은 응용분야에 유용할 것이다. 본 벡터 해석법은 기존의 다중모드간섭 현상에 대한 해석적 결과를 도식화함으로써 임의 분배 비율의 다중모드간섭 광전력 분배기 설계를 보다 쉽게 할 수 있다는 장점을 가지고 있다.

• Communications for Statistical Applications and Methods
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• 제10권3호
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• pp.627-635
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• 2003

In this short communication we discuss the bias problem of C4.5 in split variable selection and suggest a method to reduce the variable selection bias among categorical predictor variables. A penalty proportional to the number of categories is applied to the splitting criterion gain of C4.5. The results of empirical comparisons show that the proposed modification of C4.5 reduces the size of classification trees.

• 한국농공학회논문집
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• 제48권3호
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• pp.85-94
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• 2006

Practially useful method of steel fiber for construction work is presented in this study. The most important purpose of this study is to develop a model which can predict mechanical behavior of the structure according to aspect ratio and volume fraction of steel fiber. Experiments on compressive strength, elastic modulus, and splitting strength were performed with self-made cylindrical specimens of variable aspect ratios and volume fractions. The experiment showed that compressive strength was not in direct proportion to volume fraction which doesn't seem to have great influence over compressive strength. However, splitting strength showed almost direct proportion to aspect ratio and volume fraction. Improvement of optimal efficiency was confirmed when the aspect ratio was 70. Experiments on flexural strength, fracture energy, and characteristic length were carried out with self-manufactured beams with notch. As a result, increases of flexural strength, fracture energy, and characteristic length according to increase of volume fraction tend to be prominent when aspect ratio is 70. The steel fiber improves concrete to be more ductile and tough. Moreover, regression analysis was the performed and predictable model was developed after determining variables. With comparison and analysis of suggested estimated values and measured data, reliance of the model was verified.

• 한국인터넷방송통신학회논문지
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• 제11권4호
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• pp.47-52
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• 2011

Si 플라즈마 도파로에 기초한 나노 크기의 전력분배기가 다중모드 간섭 결합기의 특성을 이용하여 설계되었다. 유효 유전체 방법과 종방향 모드 전송 선로 해석법을 적용하여 3차원 전송구조의 전파특성과 최적의 설계변수를 분석하였다. 설계된 $1{\times}2$ 50:50 다중모드 간섭 전력분배기는 크기가 $800nm{\times}850nm$인 나노 크기로 설계가 가능하였다. 다양한 전력분배율을 갖는 전력분배기를 설계하기 위하여 $2{\times}2$ 다중모드 간섭 결합기가 설계되었다. 설계된 전력분배기는 78.5%:15.5%~5.5%:86.6%의 범위에서 분배율을 조절할 수 있도록 설계되었으며, $1.5{\mu}m{\sim}1.7{\mu}m$의 파장 대역에서 전송율이 0.8이상인 광대역 특성을 나타내었다.

• 한국건설순환자원학회논문집
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• 제2권1호
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• pp.52-59
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• 2014

이 연구에서는 플라이애쉬와 고로슬래그를 혼합한 지오폴리머 콘크리트의 역학성능을 평가하기 위하여 압축강도, 탄성계수 및 쪼갬인장강도에 대해 검토하였다. 또한 다양한 변수에 대한 비교분석을 하기 위해 분체량, 알칼리 활성화제 첨가율 및 실리카퓸 혼입률에 대해서도 동일한 시험을 수행하였으며, 국내 외의 규준식과 비교하였다. 그 결과, 알칼리 활성화제의 첨가율은 18%가 적정하고 실리카퓸 치환율은 5%가 유리한 것으로 나타났다. 지오폴리머 콘크리트의 탄성계수는 변수 및 재령별로 압축강도가 증진됨에 따라 탄성계수가 소폭 상승되는 것으로 나타났으며, 국내 외 규준식에 의한 예측값보다 작은 것으로 나타났다. 또한 응력-변형률 선도를 분석한 결과, 지오폴리머 콘크리트가 일반 OPC 콘크리트 보다 연성적인 거동을 하는 것으로 분석되었다. 쪼갬인장강도는 분체량 $400kg/m^3$와 알칼리 활성화제 첨가율 18%에서 높은 강도를 보였으며, 압축강도에 대한 쪼갬인장강도의 비가 8.7~10.2% 수준인 것으로 분석되었다.

• 약학회지
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• 제49권6호
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• pp.449-458
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• 2005

There have been rapid changes in the pharmaceutical environment after the separation of Dispensing and Prescribing practice. In the early stage of this system, outpatients had few options to choose their pharmacies due to various obstacles. Under these circumstances, this study on the defection tendency of long-term care patients was performed through the analysis of outpatients who quit visiting a pharmacy nearby general hospital. PowerBuilder ver 9.0 program was used to extract significant data, and SPSS package was employed for statistic analysis. 3,308 outpatients who visited a pharmacy nearby hospital for a month (in January, 2004) were studied. Patients' sex, age and location of residence, the class of medical insurance, the characteristic type of medication (powder, split form, medication for external use/injection), waiting time, disease (department) were considered as variable factors. It turned out that the patient revisit ratio was 80.8$\%$ and the patient defection ratio was 32.4$\%$. As was expected, those factors mentioned above influenced on the revisit and defection ratio considerably. In terms of patient factors, it proved that there was no relationship among sex, location of residence, the class of medical insurance and revisit (defection) ratio. Only age factor influenced the ratio; the older, the higher revisit ratio and the less defection ratio. In respect of dispensing factors, there were obvious relationships among the factors and the ratio: bill (money they had to pay individually), waiting time, number of medications, splitting of tablets, unit price of drug and revisit (defection) ratio showed significant relationship. The result of this study revealed an aspect of outpatients' behavior and it could be used as a reference for better patient service and customer relationship management.

• Journal of Electrical Engineering and information Science
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• 제2권6호
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• pp.131-137
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• 1997

In this paper, we propose an efficient motion adaptive 3-dimensional (3D) video coding algorithm using 3D subband coding (3D-SBC) and lattice vector quantization (LVQ) for low bit rate. Instead of splitting input video sequences into the fixed number of subbands along the temporal axes, we decompose them into temporal subbands of variable size according to motions in frames. Each spatio-temporally splitted 7 subbands are partitioned by quadtree technique and coded with lattice vector quantization(LVQ). The simulation results show 0.1∼4.3dB gain over H.261 in peak signal to noise ratio (PSNR) at low bit rate(64Kbps).

• 콘크리트학회논문집
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• 제12권1호
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• pp.13-22
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• 2000

This paper describes the results obtained from 11 direct tension tests to explore the influence of concrete strength on tension stiffening behavior in reinforced concrete axial members. Three different concrete compressive strengths, 250, 650, and 900kgf/$\textrm{cm}^2$, were included as a main variable, while the ratio of cover thickness-to-rebar diameter was kept constant to be 2.62 to prevent from splitting cracking. As the results, it was appeared that, as higher concrete strength was used, less tension stiffening effect was resulted, and the residual deformation upon unloading was larger. In addition, the spacing between adjacent transverse cracks became smaller with higher concrete strength. The major cause for those results may be attributed to the fact that nonuniform bond stress concentration at both loaded ends and crack sections becomes severer as higher concrete is used, thereby local bond failure becomes more susceptible. From these findings, it would be said the increase in flexural stiffness resulting from using high-strength concrete will be much smaller than that predicted by the conventional knowledge. Finally, a factor accunting for concrete strength was introduced to take account for the effect of HSC on tension stiffening. This proposed equation predicts well the tension stiffening for the effect of HSC on tension stiffening. This proposed equation predicts well the tension stiffening behavior of these tests.

• 한국통신학회논문지
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• 제34권9A호
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• pp.685-696
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• 2009

NGA에서는 현재의 FTTH가 제공하고 있는 것보다 더 넓은 대역폭, 더 높은 분기율, 더 확장된 거리를 요구하고 있다. FTTH에서 큰 비중을 차지하는 TDMA PON에서는 OLT와 ONU 사이의 거리가 증가하면 전파지연이 증가하고, 전파지연의 3배 이상으로 패킷지연을 증가한다. 왜냐하면, 어떤 패킷이 ONU에 도착하면 대역요청, 승인, 전송이라는 과정을 거치기 때문이다. 이러한 효과를 상쇄하기 위해서는 사이클 타임의 값을 줄여야 하나, 이는 오버헤더 증가와 링크 효율의 감소를 초래한다. 본 논문에서는 NGA에서 목표하는 것과 같이 가입자 망에서 지원하는 거리가 60 Km 또는 100 Km까지 확장될 때 TDMA PON에서 발생할 수 있는 여러 가지 문제점들을 살펴보고, 지연에 민감한 트래픽에 대한 서비스 품질을 만족시켜 주기 위한 최적의 사이클 타임을 결정하는 방법을 제시한다. 그리고 ONU의 위치에 따라 등화왕복지연과 사이클 타임의 값을 가변적으로 할당하는 방법을 소개하며, 이 방법을 사용하면 성능분석에서 지연이 감소는 물론 링크 효율도 증가함을 보여준다.

• Geomechanics and Engineering
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• 제30권5호
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• pp.401-411
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• 2022

To obtain the dynamic mechanical properties, fracture modes, energy and brittleness characteristics of Furong Baijiao coal rock, the dynamic impact compression tests under 0, 4, 8 and 12 MPa confining pressure were carried out using the split Hopkinson pressure bar. The results show that failure mode of coal rock in uniaxial state is axial splitting failure, while it is mainly compression-shear failure with tensile failure in triaxial state. With strain rate and confining pressure increasing, compressive strength and peak strain increase, average fragmentation increases and fractal dimension decreases. Based on energy dissipation theory, the dissipated energy density of coal rock increases gradually with growing confining pressure, but it has little correlation with strain rate. Considering progressive destruction process of coal rock, damage variable was defined as the ratio of dissipated energy density to total absorbed energy density. The maximum damage rate was obtained by deriving damage variable to reflect its maximum failure severity, then a brittleness index BD was established based on the maximum damage rate. BD value declined gradually as confining pressure and strain rate increase, indicating the decrease of brittleness and destruction degree. When confining pressure rises to 12 MPa, brittleness index and average fragmentation gradually stabilize, which shows confining pressure growing cannot cause continuous damage. Finally, integrating dynamic deformation and destruction process of coal rock and according to its final failure characteristics under different confining pressures, BD value is used to classify the brittleness into four grades.