• 한국재료학회지
• /
• 제15권6호
• /
• pp.408-412
• /
• 2005

[ $Ba_{1.5}Sr_{0.5}SiO_4:Eu$ ] phosphor particles with high photoluminescence intensity under long wavelength ultraviolet were prepared by spray pyrolysis. We investigated the effect of $NH_4F$ flux added into starting solution on the morphology and photoluminescence intensity of $Ba_{1.5}Sr_{0.5}SiO_4:Eu$ phosphor prepared by spray pyrolysis. $Ba_{1.5}Sr_{0.5}SiO_4:Eu$ phosphor particles prepared from starting solution containing $NH_4F$ flux had the maximum photoluminescence intensity at the post-treatment temperature of $1200^{\circ}C$ and the maximum photoluminescence intensity of $Ba_{1.5}Sr_{0.5}SiO_4:Eu$ phosphor particles prepared from the starting solution containing $NH_4F$ flux was $137\%$ of that of the phosphor particles prepared from the starting solution without flux material. $Ba_{1.5}Sr_{0.5}SiO_4:Eu$ phosphor particles prepared from starting solution containing $NH_4F$ flux had larger size and more aggregated morphology than those prepared from starting solution without flux material. The photoluminescence intensity of $Ba_{1.5}Sr_{0.5}SiO_4:Eu$ phosphor particles prepared from starting solution containing $NH_4F$ flux above $3wt.\%$ had high photoluminescence intensities. The addition amount of $NH_4F$ flux showing the maximum photoluminescence intensity was $12wt.\%$. The optimum amount of $NH_4F$ flux was $5wt.\%$ when we considered the morphological and photoluminescence characteristics of $Ba_{1.5}Sr_{0.5}SiO_4:Eu$ ohosphor particles prepared by spray pyrolysis.

• 대한전자공학회논문지SD
• /
• 제37권8호
• /
• pp.9-16
• /
• 2000

0.35m CMOS공정을 이용하여 MOSFET의 RF특성을 평가하였다. 채널길이(L-0.25~0.8m)와 채널폭(W=50~600m) 및 바이어스 전압의 변화에 따른 RF특성을 분석하였으며, 차단주파수$f_T$는 최대 22GHz, 최대공진주파수($f_{max}$)는 최대 28GHz의 값을 얻었다. 채널폭의 변화에 대해서 차단주파수는 영향을 받지 않았으며, 최대공진주파수는 감소하는 경향을 보였고, 채널길이 증가에 대해서는 차단주파수 및 최대공진주파수 모두 감소하는 경향을 나타내었다. 최소잡음지수는 채널폭이 증가할수록 감소하고 채널길이가 증가할수록 증가하는 경향을 얻었는데, 2GHz에서 최소 0.45dB의 값을 얻었다. 평가결과로부터 0.35m CMOS공정이 2GHz대역의 상업용 RFIC 구현에 충분한 RF특성을 보유하고 있음을 확인할 수 있었으며, 바이어스 및 채널폭과 길이변화에 대한 CMOS 트랜지스터의 RF 특성분석을 통하여 RF 회로설계에 대한 지침을 제시하였다.

• Journal of applied mathematics & informatics
• /
• 제27권5_6호
• /
• pp.1361-1370
• /
• 2009

In this paper, we consider singular fourth-order two point boundary value problems $u^{(4)}$ (t) = f(t, u), 0 < t < 1, u(0) = u(l) = u'(0) = u'(l) = 0, where $f:(0,1){\times}(0,+{\infty}){\rightarrow}[0,+{\infty})$ may be singular at t = 0, 1 and u = 0. By using the upper and lower solution method, we obtained the existence of positive solutions to the above boundary value problems. An example is also given to illustrate the obtained theorems.

• 센서학회지
• /
• 제24권3호
• /
• pp.181-187
• /
• 2015

The magnetoelectric characteristics on layered $Fe_{78}B_{13}Si_9/PZT$ and $Fe_{78}B_{13}Si_9/PZT/Fe_{78}B_{13}Si_9$($t_m=0.017$, 0.034mm) composites by epoxy bonding for magnetic field sensor were investigated in the low-frequency range and resonance frequency range. The optimal bias magnetic field $H_{dc}$ of these samples was about 23~63 Oe range. The Me coefficient of $Fe_{78}B_{13}Si_9/PZT/Fe_{78}B_{13}Si_9(t_m=0.034mm)$ composites reaches a maximum of $186mV/cm{\cdot}Oe$ at $H_{dc}=63Oe$, f=50 Hz and a maximum of $1280mV/cm{\cdot}Oe$ at $H_{dc}=63Oe$, resonance frequency $f_r=95.5KHz$. The output voltage shows linearity proportional to ac fields $H_{ac}$ and is about U=0~130.6 mV at $H_{ac}=0{\sim}7Oe$, f=50 Hz, U=0~12.4 V at $H_{ac}=0{\sim}10Oe$, $f_r=95.5KHz$(resonance frequency). The optimal frequency(f=50 Hz) of this sample is around the utility ac frequency(f=60 Hz). Therefore, this sample will allow for ac magnetic field sensor at utility frequency and low bias magnetic fields $H_{dc}$.

• Nuclear Medicine and Molecular Imaging
• /
• 제42권6호
• /
• pp.456-463
• /
• 2008

목적 : $^{18}F-FDG$ PET/CT에서 우연히 발견되는 국소 유방 병변의 임상적인 중요성을 알아보기 위해 발병률과 악성 유무에 대해 살펴보았으며, PET/CT상 악성 병변을 시사하는 소견들을 알아보았다. 대상 및 방법: $^{18}F-FDG$ PET/CT를 시행 받은 3768명의 유방암의 병력이 없는 성인 여성을 대상으로 하여 후향적 평가를 실시하였다. 국소 유방 병변은 국소 $^{18}F-FDG$ 섭취증가 병변 또는 $^{18}F-FDG$ 섭취 양상과 관계없이 관찰되는 CT상의 결절성 병변으로 정의하였다. 이들 병변의 최대 SUV, 크기, CT상 결절성 변화 유무, 감쇠값 들을 분석하고, 이를 조직확인과 영상의학적 추가검사 그리고 임상적 추적관찰을 통해 얻은 최종 진단과 비교하였다. 결과: 53명에서 58개의 병면이 발견되어, 성인 여성의 $^{18}F-FDG$ PET/CT에서 국소 유방 병변의 발병률은 1.4%였다. 이중 추가적인 검사나 충분한 임상 추적 관찰이 시행되지 않아 분석에서 5명이 제외되었다. 나머지, 48명의 53개 병면에서 8명의 11개 병변(원발성 유방암 4, 전이성 유방암 7)이 악성으로 판명되어, 악성위험도는 20.8%였다. $^{18}F-FDG$ 섭취가 없는 CT상의 결절성 병변, CT상 결절이 보이지 않는 국소 $^{18}F-FDG$ 섭취증가 병변, 최대 감쇠값이 75 HU이상인 경우 또는 30 미만인 병변, 그리고 감쇠값의 표준 편차가 20 이상인 병변은 모두 양성으로 판명되었다. 최대 SUV만으로 악성 여부를 예측하는 경우 수신자판단특성 곡선의 곡선아래 면적은 0.580이었으나, 위에 언급한PET/CT소견을 보이는 유방병변들을 최대 SUV 관계없이 양성으로 판정하면, 곡선아래 면적이 0.768로 유의하게 증가하였다(p<0.05). 결론: 성인여성에서 $^{18}F-FDG$ PET/CT 시행시에 우연히 발견된 국소 유방 병변은 비교적 높은 악성 위험도를 갖고 있으므로 추가적인 진단적 검사가 요구된다. 특히, PET/CT의 CT 영상의 결절성병변 유무와 감쇠 양상을 고려하면, 악성 유방 병변에 대한 고위험 환자군을 선별하는 데 도움이 될 것으로 보인다.

• Wind and Structures
• /
• 제11권4호
• /
• pp.275-289
• /
• 2008

Large eddy simulations have been performed within and over different types of urban building arrays. This paper adopted three dimensionless parameters, building frontal area density (${\lambda}_f$) the variation degree of building height (${\sigma}_h$), and the staggered degree of building range ($r_s$), to study the systematic influence of building spacing, height and layout on wind and turbulent characteristics. The following results have been achieved: (1) As ${\lambda}_f$ decrease from 0.25 to 0.18, the mean flow patterns transfer from "skimming" flow to "wake interference" flow, and as ${\lambda}_f$ decrease from 0.06 to 0.04, the mean flow patterns transfer from "wake interference" flow to "isolated roughness" flow. With increasing ${\lambda}_f$, wind velocity within arrays increases, and the vortexes in front of low buildings would break, even disappear, whereas the vortexes in front of tall buildings would strengthen and expand. Tall buildings have greater disturbance on wind than low buildings do. (2) All the wind velocity profiles and the upstream profile converge at the height of 2.5H approximately. The decay of wind velocity within the building canopy was in positive correlation with ${\lambda}_f$ and $r_s$. If the height of building arrays is variable, Macdonald's wind velocity model should be modified through introducing ${\sigma}_h$, because wind velocity decreases at the upper layers of the canopy and increases at the lower layers of the canopy. (3) The maximum of turbulence kinetic energy (TKE) always locates at 1.2 times as high as the buildings. TKE within the canopy decreases with increasing ${\lambda}_f$ and $r_s$ but the maximum of TKE are very close though ${\sigma}_h$ varies. (4) Wind velocity profile follows the logarithmic law approximately above the building canopy. The Zero-plane displacement $z_d$ heighten with increasing ${\lambda}_f$, whereas the maximum of and Roughness length $z_0$ occurs when ${\lambda}_f$ is about 0.14. $z_d$ and $z_0$ heighten linearly with ${\sigma}_h$ and $r_s$, If ${\sigma}_h$ is large enough, $z_d$ may become higher than the average height of buildings.

• 한국가정과학회지
• /
• 제7권3호
• /
• pp.35-48
• /
• 2004

In this study, by determining lower limb movements which cause significant changes in body surface lines, body parts with the greatest maximum expansion and contraction rate respectively were illustrated in descending order. Using unmarried female university students aged 18 - 24 as subjects, a total of 32 body surface categories (15 body surface lines and 17 body surface segment lines) were measured in one static and 9 movement poses. In particular, expansion and contraction levels and rates were measured and used in the analysis. The analysis first involved the calculation of the average measurement per body part in body surface line in static pose as well as of the average expansion and contraction levels and rates in 9 lower limb movements. Two-way MANOVA and multiple comparison analysis (Tukey) were conducted on movements and individual somatotypes regarding measurement per body part and expansion and contraction rates. Movements which cause measurements of body surface lines differed significantly in body surface line in static pose versus in movement were then identified. Among average expansion and contraction rates in such movements, maximum average expansion and contraction levels, maximum average expansion and contraction rate, and classes of expansion and contraction rate were determined per body part. The results of this study are as follows. First, 5 lower limb movements; F2, F5, F6, F7, F8, which caused significant changes in body surface lines were determined and illustrated in table 4. Second, the levels, rates, and classes of expansion and contraction rate per body part are illustrated in Tables 5 and 6. Body parts with the greatest maximum expansion rate were, in descending order: upper segment of center back leg line, upper segment of inner leg line, middle segment of center front leg line, posterior crotch length, anterior knee girth, anterior thigh girth, center back leg line, girth at crotch height, anterior midway thigh girth, hip girth, anterior crotch length, knee girth, waist girth, inner leg line, thigh girth, and crotch length. Those with the greatest maximum contraction rate were, in descending order: anterior crotch length, upper segment of center front leg line, lower segment of center back leg line, center front leg line, and posterior thigh girth. The maximum expansion rates and maximum contraction rates, which ranged from 2.05 to $35.95\%$ and from -0.20 to $-30.16\%$ respectively, were classified per body part into 4 ABCD classes. The body part with maximum expansion was the upper segment of the center back leg line at vertical body surface line, expanding by $35.95\%$ or 16.03cm in F5 flexion movement. In contrast, the body part with maximum contraction was the anterior crotch length at vertical body surface line, contracting by $-30.16\%$ or -10.54cm in F5 flexion movement. Both, however, were the body parts to expand or contract the most among all horizontal and vertical body surface lines.

• 한국전기전자재료학회논문지
• /
• 제22권7호
• /
• pp.584-588
• /
• 2009

Layered ZnS/$CaF_2$/ZnS/Cu film was deposited on glass substrate by using evaporation method. ZnS and $CaF_2$ were chosen as high and low refractive materials. Cu was used as mid-reflective layer. Reflectance with different optical thickness of $CaF_2$ ranging from $0.25{\lambda}\;to\;0.5{\lambda}$ were systematically investigated by using spectrophotometer. In order to expect the experimental results, the simulation program, the Essential Macleod Program(EMP) was adopted and compared with the experimental data. Based on the results taken by spectrophotometer, the ZnS/$CaF_2$/ZnS/Cu multi-layered thin film show the maximum reflectance of 80% at 625nm $(0.25{\lambda}\;in\;CaF_2)$ and 42% at 660nm $(0.5{\lambda}\;in\;CaF_2)$ respectively. As compared with the experimental results and simulation data, it was confirmed the experimental data is well matched with the EMP data.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 1997년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Fall 1997
• /
• pp.233-240
• /
• 1997

Seven kinds of hysteric model were used and classified three groups considering the absorbing capacities of strain energy for each model. Four kids of each model. Four kinds of strong motion earthquake record (two of them were recorded in Japan and the others in U.S.A) are used. The yield strength of building was set in the ratio to the maximum input acceleration (Yield Strength / Maximum Acceleration = 0.5~3.0). Natural periods of structures were varied 0.1~3.0 second with an interval of 0.1 second. First group : Elastic-Plastic model, Ramberg-Osgood model Second group : Degrading Tri-liner model, Takeda model Third group : Slip model, Origin model, Max-D model Elastic-plastic response spectra were calculated for response velocities, displacement, energy input, ductility factors, accumulated ductility factors. The equivalent response values of M.D.O.F systems against S.D.O.F system were calculated to compare the relationship of two systems.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
• /
• pp.475-482
• /
• 1997

This study reports the results of flexural test on 6 specimens for maximum reinforcement ratio and 4 specimens for minmum reinforcement ratio with concrete compressive strength 1,000, 1,200 kg/$\textrm{cm}^2$ . The major test variables for the reinforcement ratio designed 0.55$\rho_b$, 0.65$\rho_b$, 0.75$\rho_b$ for maximurm reinforcement ratio test 14/fy $\sqrt[0.72]{\rho}\acute{f}_c$ / $f_y$ for minimum reinforcement ratio test. The test results were compared with ACI 318-95 Code. In the Ultra High Strength Concrete beam, the maximum reinforcement ration should be less than 0.6$\rho_b$ for ductile behavior and the existing minimum reinforcement ratio by ACI Building Code is Sufficiently safe.