• 한국전자파학회논문지
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• 제13권6호
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• pp.528-537
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• 2002

본 논문에서는 능동소자를 포함하는 마이크로파 회로의 주파수 특성을 해석하기 위하여 확장된 유한차분 시간영역법 (FDTD) 을 이용했다. R, L, C와 같은 집중소자가 전송선로에 삽입된 FDTD 집중소자 모델링을 통해 하이브리드 회로 해석에 대한 기초 연구를 수행하였고, 네트워크 모델링을 이용하여 기생 커패시턴스와 인덕턴스의 값을 추출함으로써 보다 정확한 기생, 방사, 결합까지 고려하는 FDTD만의 고유한 주파수 응답을 확인할 수 있었다. 또한 FDTD를 이용하여 모델링된 다이오드를 사용한 평형 혼합기를 설계하여 상용 회로 시뮬레이터보다 정확하고 실제적인 회로의 주파수 응답을 획득하였다.

• 생명과학회지
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• 제21권6호
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• pp.788-795
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• 2011

병원균에 대한 정확한 동정은 임상 연구실에서 필수적인 요소의 하나이다. Chyseobacterium indologenes에 대한 동정을 포함한 분자생물학적 분석과 리보솜의 16S rRNA 유전자로 한국에서 추출한 17검체와 GenBank에서 Chyseobacterium속 검색을 통해 이들과 계통관계를 평가하였다. C. indologenes의 배당 서열은 1,176 nucleotides였다. C. indologenes 내의 서열 변이는 주로 염기 치환이었다. 한국의 C. indologenes 검체는 다른 나라의 동 종과 크게 다르지 않았다. 그런데 한국의 C. indologenes의 치환율은 GenBank에 있는 동종보다 높았다. C. indologenes는 C. isbiliense, C. hominis, C. hispanicum, C. molle, C. hungaricum, and C. pallidum과 자매종을 형성하였다.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제25권1호
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• pp.49-57
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• 2018

We have introduced two new notions of convexity and closedness in functional analysis. Let X be a real normed space, then $C({\subseteq}X)$ is functionally convex (briefly, F-convex), if $T(C){\subseteq}{\mathbb{R}}$ is convex for all bounded linear transformations $T{\in}B$(X, R); and $K({\subseteq}X)$ is functionally closed (briefly, F-closed), if $T(K){\subseteq}{\mathbb{R}}$ is closed for all bounded linear transformations $T{\in}B$(X, R). By using these new notions, the Alaoglu-Bourbaki-Eberlein-${\check{S}}muljan$ theorem has been generalized. Moreover, we show that X is reflexive if and only if the closed unit ball of X is F-closed. James showed that for every closed convex subset C of a Banach space X, C is weakly compact if and only if every $f{\in}X^{\ast}$ attains its supremum over C at some point of C. Now, we show that if A is an F-convex subset of a Banach space X, then A is bounded and F-closed if and only if every element of $X^{\ast}$ attains its supremum over A at some point of A.

• 한국자기학회지
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• 제9권5호
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• pp.234-238
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• 1999

각종 microwave용 통신기기 소자 및 고주파용 memory 소자로 사용하기 위해서 각형비가 크고 보자력이 작은 lithium ferrite를 개발하고 물리적인 특성을 조사하기 위하여 Li0.48-0.5xBi0.02Ni0.04ZnxFe2.46-0.5xO4의 조성식을 갖는 시편을 제조하였다. ZnO을 첨가하여 변화시킴에 따라 잔류자기(Bm)가 증가하고 보자력(Hc)이 낮아졌으나 각형비 R은 감소하였다. 105$0^{\circ}C$에서 소결한 시편의 경우 R=0.82, Hc=1.8Oe로 나타났고 110$0^{\circ}C$에서 소결한 시편의 경우 R=0.75 및 Hc=1.70Oe인 값을 얻었다. Tc는 463$^{\circ}C$로 측정되었고 주변온도 변화에 대한 Br값의 변화가 매우 안정된 0.09~0.11 값으로 나타났다.

• Structural Engineering and Mechanics
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• 제33권4호
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• pp.485-502
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• 2009

A new 8-node serendipity quadrilateral plate bending element (MQP8) based on the Mindlin-Reissner theory for the analysis of thin and moderately thick plate bending problems using Integrated Force Method is presented in this paper. The performance of this new element (MQP8) is studied for accuracy and convergence by analyzing many standard benchmark plate bending problems. This new element MQP8 performs excellent in both thin and moderately thick plate bending situations. And also this element is free from spurious/zero energy modes and free from shear locking problem.

• 대한수학회보
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• 제54권6호
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• pp.2165-2182
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• 2017

Let G be a group and $\mathbb{C}$ the field of complex numbers. Suppose ${\sigma}:G{\rightarrow}G$ is an endomorphism satisfying ${{\sigma}}({{\sigma}}(x))=x$ for all x in G. In this paper, we first determine the central solution, f : G or $G{\times}G{\rightarrow}\mathbb{C}$, of the functional equation $f(xy)+f({\sigma}(y)x)=2f(x)+2f(y)$ for all $x,y{\in}G$, which is a variant of the quadratic functional equation. Using the central solution of this functional equation, we determine the general solution of the functional equation f(pr, qs) + f(sp, rq) = 2f(p, q) + 2f(r, s) for all $p,q,r,s{\in}G$, which is a variant of the equation f(pr, qs) + f(ps, qr) = 2f(p, q) + 2f(r, s) studied by Chung, Kannappan, Ng and Sahoo in [3] (see also [16]). Finally, we determine the solutions of this equation on the free groups generated by one element, the cyclic groups of order m, the symmetric groups of order m, and the dihedral groups of order 2m for $m{\geq}2$.

• Computers and Concrete
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• 제10권4호
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• pp.419-434
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• 2012

This paper presents a finite element (FE) model for predicting the nonlinear response and behavior of a reinforced concrete T-beam deficient in shear under cyclic loading. Cracking loads, failure loads, response hysteresis envelopes and crack patterns were used as bench mark for comparison between experimental and FE results. A parametric study was carried out to predict the optimum combination of the open and close crack shear transfer coefficients (${\beta}_t$ and ${\beta}_c$) of the constitutive material model for concrete. It is concluded that when both shear transfer coefficients are equal to 0.2 the FE results gave the best correlation with the experimental results. The results were also verified on a rectangular shear deficient beam (R-beam) tested under cyclic loading and it is concluded that the variation of section geometry has no effect on the optimum choice of the values of shear transfer coefficients of 0.2. In addition, a parametric study based on the variation of concrete compressive strength, was carried out on the T-beam and it is observed that the variation of concrete compressive strength has little effect on the deflection. Further conclusions and observations were also drawn.

• The Korean Journal of Physiology and Pharmacology
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• 제19권2호
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• pp.89-97
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• 2015

The aim of this study was to investigate the involvement of dopaminergic receptors (DR) in behavioral sensitization, as measured by locomotor activity, and the over-expression of cocaine- and amphetamine-regulated transcript (CART) peptides after repeated administration of cocaine in mice. Repeated administrations of cocaine induced behavioral sensitization and CART over-expression in mice. The levels of striatal CART mRNA were significantly increased on the $3^{rd}$ day. CART peptides were over-expressed on the $5^{th}$ day in the striata of behaviorally sensitized mice. A higher proportion of $CART^+$ cells in the cocaine-treated mice were present in the nucleus accumbens (NAc) shell than in the dorsolateral (DL) part of caudate putamen (CP). The concomitant administration of both $D_1R$ and $D_2R$ antagonists, SCH 23390 ($D_1R$ selective) and raclopride ($D_2R$ selective), blocked cocaine induced-behavioral sensitization, CART over-expression, and cyclic adenosine 5'-monophosphate (cAMP)/ protein kinase A (PKA)/phospho-cAMP response element-binding protein (pCREB) signal pathways. SCH 23390 more predominantly inhibited the locomotor activity, CART over-expression, pCREB and PKA activity than raclopride. Cocaine induced-behavioral sensitization was also attenuated in the both $D_1R$ and $D_2R$ knockout (KO) mice, respectively. CART over-expression and activated cAMP/PKA/pCREB signal pathways were inhibited in the $D_1R$-KO mice, but not in the $D_2R$-KO mice. It is suggested that behavioral sensitization, CART over-expression and activated cAMP/PKA/pCREB signal pathways induced by repeated administration of cocaine could be more predominantly mediated by $D_1R$.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.180-187
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• 1998

In this paper the attention is focused on the modeling of reinforced concrete(R/C) wall structures to check effectiveness and reliability of elasto-plastic analysis. A relatively simple and reliable wall model is investigated, which is suitable to be efficiently incorporated in a practical pushover analysis of R/C wall structural systems. Two types of analogous frames have been examined to the stress analysis of shear walls. One analogous frame is similar to the widely used wide-column model, the second analogous frame also is called truss model which includes vertical edge column and braces. Further studies are needed to apply to nonlinear seismic analysis of building structure with R/C shear walls.

• Structural Engineering and Mechanics
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• 제13권1호
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• pp.53-74
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• 2002

Composites exhibit larger dispersion in their material properties compared to conventional materials due to larger number of parameters associated with their manufacturing processes. A $C^0$ finite element method has been used for arriving at an eigenvalue problem using higher order shear deformation theory for initial buckling of laminated composite plates. The material properties have been modeled as basic random variables. A mean-centered first order perturbation technique has been used to find the probabilistic characteristics of the buckling loads with different edge conditions. Results have been compared with Monte Carlo simulation, and those available in literature.