• Nuclear Engineering and Technology
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• 제34권5호
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• pp.445-454
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• 2002

The sorption of U(Vl) on a domestic granite is studied as a function of experimental conditions such as contact time, solution-solid ratio, ionic strength, and pH using a batch procedure. The distribution coefficients, $K_{d}$＇s, of U(VI) are about 1-100mL/g depending on the experimental conditions. The sorption of U(VI) onto granite particles is greatly dependent upon the contact time, solution-solid ratio, and pH, but very little is dependent on the ionic strength. It is noticed that an U(VI)-carbonate ternary surface complex can be formed in the neutral range of pH. In the alkaline range of pH above 7, U(VI) sorption onto granite particles is greatly decreased due to the formation of anionic U(VI)-carbonate aqueous complexes.s.

• 한국IT서비스학회지
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• 제10권1호
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• pp.151-165
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• 2011

Recently building up of u-learning oriented teaching and learning system has been expanded rapidly, However domestic junior college's challenging for adapting it might be slower than other educational body's doing, and in that result it might be paid more or be taken longer time to improve their old system effectively. Now, it is very time for them to develop and implement u-learning oriented teaching and learning system quickly. This paper offers and draws the core factors to design ubiquitous teaching and learning model systematically through investigation of worldwide recent technology and R&D, patent, service and standardization tendency related with u-learnig modeling.

• 호남수학학술지
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• 제35권3호
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• pp.343-350
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• 2013

In this paper we prove that if Toeplitz operators $T^{\alpha}_u$ with symbols in RW satisfy ${\parallel}uk^{\alpha}_z{\parallel}_{s,{\alpha}{\rightarrow}0$ as $z{\rightarrow}{\partial}\mathbb{D}$ then $T^{\alpha}_u$ is compact and also prove that if $T^{\alpha}_u$ is compact then the Berezin transform of $T^{\alpha}_u$ equals to zero on ${\partial}\mathbb{D}$.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1984년도 하계학술회의논문집
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• pp.103-106
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• 1984

• 전산구조공학
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• 제33권1호
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• pp.23-28
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• 2020

• 전자공학회논문지
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• 제52권12호
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• pp.134-141
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• 2015

본 연구의 목적은 1.0 mol 고농도 가돌리늄 조영제가 기존의 0.5 mol MR 조영제에 비해 얼마나 높은 신호강도를 보이는지를 정량적으로 비교 분석하는 것이다. 실험을 위하여 1.0 mol Gadobutrol과 0.5 mol Gadoteridol을 사용하여 희석비율을 달리한 각각의 MR팬텀을 제작하였다. 이를 1.5T MR장비의 조영증강 T1 검사인 2D SE 와 Head-Neck Angio의 3D FLASH 두 가지 방법으로 스캔하였다. 이후 영상에서 희석비율별 신호 강도를 측정하여 이를 비교 분석하였다. 두 개의 시퀀스(2D SE, 3D FLASH)에서의 조영증강 반응시작 지점인 RSP(Reaction Starting Point)는 0.5 mol에서는 두 시퀀스 각각 6.0%, 60.0%, 1.0mol에서는 2.0%, 20.0%로 0.5 mol 조영제서의 조영증강반응이 빨리 일어났다. 최대 신호강도인 MPSI(Max Peak Signal Intensity)는 0.5 mol에서 두 시퀀스 각각 1358.8[a.u], 1573.0[a.u], 1.0mol 에서는 1374.9[a.u], 1642.4[a.u]로 최대신호강도는 두 조영제 모두 비슷하였다. 더불어 최대신호강도를 보이는 희석비율 지점인 MPP(Max Peak Point)는 0.5 mol 에서는 두 시퀀스에서 각각 0.4%, 10.0%, 1.0mol 에서는 0.16%, 1,8%로 0.5 mol 조영제의 최대신호강도가 더 빨리 형성되었다. 각 희석비율에서의 조영증강 반응면적 RA(Reaction Area)는 0.5 mol 에서는 두 시퀀스 각각 20747.4[a.u], 23204.6[a.u], 1.0 mol 에서는 12691.9[a.u], 20747.4[a.u]로 0.5 mol 조영제가 두 시퀀스에서 각각 27.4%, 11.8% 더 높았다. 본 연구를 통하여 조영증강 T1과 Head-Neck Angio 검사에서 1.0 mol 고농도 가돌리늄 조영제가 0.5 mol MR조영제에 비하여 신호반응이 느리다는 사실을 확인하였으며, 최대 신호강도인 MPSI는 1.0 mol 조영제와 0.5 mol 조영제 둘 다 비슷하여 1.0 mol 고농도 가돌리늄 조영제가 MR영상에서 반드시 높은 신호강도를 보여주지 않는다는 것을 확인 할 수 있었다.

• 한국공간구조학회논문집
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• 제21권3호
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• pp.77-84
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• 2021

In this study, In order to apply the U-flanged truss hybrid beam to the actual construction site, the structural design of the basic module of the middle and low-rise neighborhood living facilities was performed according to the Korea Design Standard, and the construction cost and construction period were compared with the traditional reinforced concrete structure system. As a result of analyzing the construction cost for the basic module, if the U-flanged truss hybrid beam and D-Deck slab system are used, the construction cost can be reduced by 86% compared to the traditional reinforced concrete structure system. In addition, as a result of analyzing the construction period for a floor area of 1,000m², using the U-flanged truss hybrid beam and D-Deck slab system can save 2.0days in construction period compared to the traditional reinforced concrete structure system. Therefore, the U-flange truss hybrid beam can secure sufficient economic feasibility compared to the existing reinforced concrete method in terms of cost reduction and shortening of construction period.

• JSTS:Journal of Semiconductor Technology and Science
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• 제15권4호
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• pp.437-444
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• 2015

A high output power voltage controlled oscillator (VCO) in the U-band was implemented using a 65 nm CMOS process. The proposed VCO used a transmission line to increase output voltage swing and overcome the limitations of CMOS technologies. Two varactor banks were used for fine tuning with a 5% frequency tuning range. The proposed VCO showed small variation in output voltage and operated at 51.55-54.18 GHz. The measured phase noises were -51.53 dBc/Hz, -91.84 dBc/Hz, and -101.07 dBc/Hz at offset frequencies of 10 kHz, 1 MHz, and 10 MHz, respectively, with stable output power. The chip area, including the output buffer, is $0.16{\times}0.16mm^2$ and the maximum output power was -0.11 dBm. The power consumption was 33.4 mW with a supply voltage of 1.2-V. The measured $FOM_P$ was -190.8 dBc/Hz.

• 대한수학회보
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• 제44권4호
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• pp.731-742
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• 2007

Let X be a Banach space, $A:D(A){\subset}X{\rightarrow}X$ the generator of a compact $C_0-semigroup\;S(t):X{\rightarrow}X,\;t{\geq}0$, D a locally closed subset in X, and $f:(a,b){\times}C([-q,0];X){\rightarrow}X$ a function of Caratheodory type. The main result of this paper is that a necessary and sufficient condition in order that D be a viable domain of the semi linear differential equation of retarded type $$u#(t)=Au(t)+f(t,u_t),\;t{\in}[t_0,\;t_0+T],{u_t}_0={\phi}{\in}C([-q,0];X)$$ is the tangency condition $$\limits_{h{\downarrow}0}^{lim\;inf\;h^{-1}d(S(h)v(0)+hf(t,v);D)=0}$$ for almost every $t{\in}(a,b)$ and every $v{\in}C([-q,0];X)\;with\;v(0){\in}D$.

• Structural Engineering and Mechanics
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• 제55권1호
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• pp.29-46
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• 2015

A three-dimensional (3-D) method of analysis is presented for determining the natural frequencies of a truncated shallow and deep conical shell with linearly varying thickness along the meridional direction free at its top edge and clamped at its bottom edge. Unlike conventional shell theories, which are mathematically two-dimensional (2-D), the present method is based upon the 3-D dynamic equations of elasticity. Displacement components $u_r$, $u_{\theta}$, and $u_z$ in the radial, circumferential, and axial directions, respectively, are taken to be periodic in ${\theta}$ and in time, and algebraic polynomials in the r and z directions. Strain and kinetic energies of the truncated conical shell with variable thickness are formulated, and the Ritz method is used to solve the eigenvalue problem, thus yielding upper bound values of the frequencies by minimizing the frequencies. As the degree of the polynomials is increased, frequencies converge to the exact values. Convergence to four-digit exactitude is demonstrated. The frequencies from the present 3-D method are compared with those from other 3-D finite element method and 2-D shell theories.