• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2003년도 추계학술발표대회 논문집
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• pp.21-24
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• 2003

In general, to enhance physical properties of PET-layered silicate nanocomposites $(P_{et}LSNs)$, it has been well known that the organic modifiers should introduce into gallery regions. However, the organic modifiers in$(P_{et}LSNs)$ may result in thermal decomposition by melt processing at high temperature, and it necessarily lead to deteriorate various physical properties of final products. Therefore, in this study, $(P_{et}LSNs)$ excluding and including organic modifiers were prepared by solution method $(S-P_{et}LSNs_{eom} and S-P_{et}LSNs_{iom})$ and we (focused on the effects of the organic modifiers in $P_{et}$ LSNs with exfoliation structure on the crystallization behaviors, the optical transparency, the thermal stability and the mechanical property. The absence and existence of organic modifiers in $S-P_{et}LSNs_{eom} and S-P_{et}LSNs_{iom}$ were investigated by EA and TGA, and nano-structure of silicate layers in $S-P_{et}LSNs$ was evaluated by using WXRD, SAXS and TEM. $S-P_{et}LSNs_{eom} and S-P_{et}LSNs_{iom}$ were mixed with neat PET as masterbatches by melt method $(M-P_{et}LSNs_{eom} and M-P_{et}LSNs_{iom})$, and also neat PET was mixed with organically modified layered silicates (OLS) by conventional direct melt method $(D-P_{et}LSNs) at 270^{\circ}C$. As results, it was found that $M-P_{et}LSNs_{eom}, M-P_{et}LSNs_{iom}, and D-P_{et}LSN$ showed a exfoliated structure and exhibited faster crystallization rate, better thermal stability and mechanical property than those of neat PET due to the dispersed and detaminated silicate layers in PET matrix. Whereas, considering organic modifiers effect, $M-P_{et}LSNs_{eom} and D-P_{et}LSN$ exhibited slower crystallization rate, poorer optical, thermal and mechanical properties, in comparison to $M-P_{et}LSNs_{eom}> due to the thermal decomposition of organic modifier in $D-P_{et}LSNs$ during melt method.

• 대한수학회보
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• 제55권5호
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• pp.1441-1462
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• 2018

In this paper, we investigate the fractional p&q-Kirchhoff type system $$\{M_1([u]^p_{s,p})(-{\Delta})^s_pu+V_1(x){\mid}u{\mid}^{p-2}u\\{\hfill{10}}={\ell}k^{-1}F_u(x,\;u,\;v)+{\lambda}{\alpha}(x){\mid}u{\mid}^{m-2}u,\;x{\in}{\Omega}\\M_2([u]^q_{s,q})(-{\Delta})^s_qv+V_2(x){\mid}v{\mid}^{q-2}v\\{\hfill{10}}={\ell}k^{-1}F_v(x,u,v)+{\mu}{\alpha}(x){\mid}v{\mid}^{m-2}v,\;x{\in}{\Omega},\\u=v=0,\;x{\in}{\partial}{\Omega},$$ where ${\Omega}{\subset}{\mathbb{R}}^N$ is an unbounded domain with smooth boundary ${\partial}{\Omega}$, and $0<s<1<p{\leq}q$ and sq < N, ${\lambda},{\mu}>0$, $1<m{\leq}k<p^*_s$, ${\ell}{\in}R$, while $[u]^t_{s,t}$ denotes the Gagliardo semi-norm given in (1.2) below. $V_1(x)$, $V_2(x)$, $a(x):{\mathbb{R}}^N{\rightarrow}(0,\;{\infty})$ are three positive weights, $M_1$, $M_2$ are continuous and positive functions in ${\mathbb{R}}^+$. Using variational methods, we prove existence of infinitely many high-energy solutions for the above system.

• 동의생리병리학회지
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• 제20권5호
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• pp.1359-1363
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• 2006

It is estimated that 60-80% of menstruating women experience some degree of premenstrual symptom. but there is no accurate treatment guide line about P.M.S. patient who has vomiting. The purpose of this study is to report the effect of oriental treatments for the P.M.S. with vomiting symptom. A 16 years old women, who suffered from vomiting relation with P.M.S., was enrolled in this study. she received oriental treatments such as herbal medicine, acupuncture, cupping therapy for 5 months. The patient was improved in P.M.S. with vomiting symptom. As the result of this study, We found that The patient of P.M.S. with vomiting symptom would be treated in oriental medicine.

• 태양에너지
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• 제11권3호
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• pp.74-83
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• 1991

본 논문은 substrate의 온도를 $200{\pm}1^{\circ}C$ 정도로 유지하며 진공저항 가열 증착법을 이용하여 (p)ZnTe/(n)Si 태양전지와 (n)CdS-(p)ZnTe/(n)Si 복접합 박막을 제작한 후 그 전기적 특성을 조사, 비교하였다. 제작한 (p)ZnTe/(n)Si 태양전지와(n)CdS-(p)ZnTe/(n)Si 복접합 박막에 대하여 $100[mW/cm^2]$의 광조사 하에서 특성을 조사한바 다음과 같은 결과를 얻었다. 단략전류$[mA/cm^2]$ (p)ZnTe/(n)Si:28 (n)CdS-(p)ZnTe/(n)Si:6.5 개방전압[mV] (p)ZnTe/(n)Si:450 (n)CdS-(p)ZnTe/(n)Si:250 충실도, FF (p)ZnTe/(n)Si:0.65 (n)CdS-(p)ZnTe/(n)Si:0.27 변환효율[%] (p)ZnTe/(n)Si:8.19 (n)CdS-(p)ZnTe/(n)Si:2.3 제작된 박막은 열처리에 의해 성능이 향상되지만 (p)ZnTe/(n)Si 태양전지는 약 $470^{\circ}C$ 이상의 온도와 15분 이상의 열처리 시간에서 그리고 (n)CdS-(p)ZnTe/(n)Si 복접합 박막은 약 $580^{\circ}C$ 이상의 온도와 15분 이상의 열처리 시간에서는 박막의 각종 구조결함으로 인한 감소현상을 나타내었다. 열처리 온도의 증가에 따라 박막의 표면저항은 감소하였다.

• 농업과학연구
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• 제3권1호
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• pp.61-65
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• 1976

가토(家兎)의 과배란유기(過排卵誘起)에 있어 P.M.S. 처리(處理)에 의(依)한 Estrogen의 병용효과(倂用效果)를 시험(試驗)하기 위(爲)해, P.M.S. 40I.U를 5일간(日間) 처리(處理)한것과, P.M.S.G. 40IU를 5일간(日間) 처리(處理)하고 최종일(最終日)에 Estrogen 0.1~0.5mg을 병용주사(倂用注射)한 것의 난소소견(卵巢所見)을 비교(比校)하며 배란수(排卵數)를 계측(計測)한 결과(結果), 다음과 같이 그 결과(結果)를 요약(要約)하였다. 1. P.M.S. 40IU를 5일간(日間) 피하주사(皮下注射)하여 24시간(時間) 및 48시간후(時間後)에 교미자극(交尾刺戟)을 준 대조구(對照區)의 평균(平均) 배란수(排卵數)는 21.3~24.1개(個), 과배란(過排卵) 양성률(陽性率) 50~63%에 비(比)하여 P.M.S.G 40, IU를 주사(注射)하고 최종일(最終日)에 Estrogen 0.1~0.5mg을 병용처리(倂用處理)한 구(區)의 평균(平均) 배란수(排卵數)는 32.5~37.8개과배란(個過排卵) 양성률(陽性率)은 87.5~100%로서 Estrogen을 병용처리(倂用處理)한 것이 배란수(排卵數)가 높아지는 경향(傾向)을 나타냈으며 미피열배란수(未破裂排卵數)는 대조구(對照區)가 많은 반면(反面), Estrogen 병용구(倂用區)는 적은 경향(傾向)을 나타냈다. 2. 대조구(對照區)와 Estrogen 병용구(倂用區)에 대(對)하여 난포(卵胞)를 1.0~1.4mm, 1.5~2.4mm, 2.5mm 이상(以上)의 3종(種)으로 분류(分類)한 후(後) 경시적(經時的) 관찰(觀察)에 의(依)한 발육정도(發育程度)를 비교(比較)한 결과(結果) 3종(種)에 대(對)한 배란수(排卵數)의 추이(推移)는 양구(兩區)가 서로 틀려서 총배란수면(總排卵數面)은 Estrogen 병용구(倂用區)가 우수(優秀)하였다 3. 이런 결과(結果)로 미루어 볼때 P.M.S. 주사(注射)에 대(對)한 Estrogen의 병용처리(倂用處理)는 외면적(外面的)으로는 난포발육(卵胞發育)에 대(對)하여 직접(直接) 영향(影響)을 주지 않으나 미피열난포(未破裂卵胞)를 줄여 배란수(排卵數)를 증가(增加)시키는 경향(傾向)을 나타냈다.

• Kyungpook Mathematical Journal
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• 제50권3호
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• pp.389-397
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• 2010

In this paper we introduce the new generalized difference sequence space $\ell_\infty$($\Delta_v^n$, M,p,q,s), $\bar{c}$($\Delta_v^n$,M,p,q,s), $\bar{c_0}$($\Delta_v^n$,M,p,q,s), m($\Delta_v^n$,M,p,q,s) and $m_0$($\Delta_v^n$,M,p,q,s) defined over a seminormed sequence space (X,q). We study some of it properties, like completeness, solidity, symmetricity etc. We obtain some relations between these spaces as well as prove some inclusion result.

• 대한수학회지
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• 제46권1호
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• pp.99-111
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• 2009

A ring is called left P-coherent if every principal left ideal is finitely presented. Let M be a right R-module with the endomorphism ring S. We mainly study the P-coherence of S. It is shown that S is a left P-coherent ring if and only if the left annihilator $ann_S$(X) is a finitely generated left ideal of S for any M-cyclic submodule X of M if and only if every cyclically M-presented right R-module has an M-torsionfree preenvelope. As applications, we investigate when the endomorphism ring S is left PP or von Neumann regular.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제25권1호
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• pp.31-38
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• 2018

In [4], the authors show that if ${\mathbb{X}}$ is a ${\mathbb{k}}-configuration$ in ${\mathbb{P}}^2$ of type ($d_1$, ${\ldots}$, $d_s$) with $d_s$ > $s{\geq}2$, then ${\Delta}H_{m{\mathbb{X}}}(md_s-1)$ is the number of lines containing exactly $d_s-points$ of ${\mathbb{X}}$ for $m{\geq}2$. They also show that if ${\mathbb{X}}$ is a ${\mathbb{k}}-configuration$ in ${\mathbb{P}}^2$ of type (1, 2, ${\ldots}$, s) with $s{\geq}2$, then ${\Delta}H_{m{\mathbb{X}}}(m{\mathbb{X}}-1)$ is the number of lines containing exactly s-points in ${\mathbb{X}}$ for $m{\geq}s+1$. In this paper, we explore a standard ${\mathbb{k}}-configuration$ in ${\mathbb{P}}^2$ and find that if ${\mathbb{X}}$ is a standard ${\mathbb{k}}-configuration$ in ${\mathbb{P}}^2$ of type (1, 2, ${\ldots}$, s) with $s{\geq}2$, then ${\Delta}H_{m{\mathbb{X}}}(m{\mathbb{X}}-1)=3$, which is the number of lines containing exactly s-points in ${\mathbb{X}}$ for $m{\geq}2$ instead of $m{\geq}s+1$.

• Journal of Nutrition and Health
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• 제4권4호
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• pp.69-72
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• 1971

These experiments were designed to study the Hg contents in Korean Hens Egg by origin, kind, organ, and cooking methods. The following samples were studied. Place of origin Seoul (Legon) Su Woun (Legon) Pusan (Legon) Ulsan (Legon) Tae Gu (Legon) Kwang Ju (Legon) Seoul (New Hampson) Seoul (Native) No of sample 12 12 12 10 10 10 10 10 The following result were obtained. 1. The Hg contents of hen's egg of Seoul origin was 0.087 p.p.m., that of Ulsan origin was 0.077 p.p.m.. Its contents of Tae Gu, Kwang Ju origin were 0.052 p.p.m. and 0.048 p.p.m.. High contents of Hg showed in egg that produced in large cityies ana industrial area. 2. For the kind of egg, the Hg contents of Legon kind was 0.087 p.p.m and that of Native kind was 0.031 p.p.m.. Its contents of Legon kind was higher than that, of Native significantly. 3. By the organ of egg, the contents of Hg in egg yolk was 0.064 p.p.m. that showed 87 percent Hg contents of whole egg, and its value of egg white was 0.009 p.p.m.. 4. About cooking methods, the contents of Hg in parboiled egg was 0.007 p.p.m., that of fried egg was 0.015 p.p.m.. Especially the cooked eggs were significantly lower than row eggs in Hg contents.

• 한국농공학회지
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• 제20권1호
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• pp.4592-4598
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• 1978

The purpose of this research is to find out mathemetically an economical intake water depth in the design of head works through the derivation of some formulas. For the performance of the purpose the following formulas were found out for the design intake water depth in each flow type of intake sluice, such as overflow type and orifice type. (1) The conditional equations of !he economical intake water depth in .case that weir body is placed on permeable soil layer ; (a) in the overflow type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }+ { 1} over {2 } { Cp}_{3 }L(0.67 SQRT { q} -0.61) { ( { d}_{0 }+ { h}_{1 }+ { h}_{0 } )}^{- { 1} over {2 } }- { { { 3Q}_{1 } { p}_{5 } { h}_{1 } }^{- { 5} over {2 } } } over { { 2m}_{1 }(1-s) SQRT { 2gs} }+[ LEFT { b+ { 4C TIMES { 0.61}^{2 } } over {3(r-1) }+z( { d}_{0 }+ { h}_{0 } ) RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L+ { dcp}_{3 }L+ { nkp}_{5 }+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ] =0}}}} (b) in the orifice type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }+ { 1} over {2 } C { p}_{3 }L(0.67 SQRT { q} -0.61)}}}} {{{{ { ({d }_{0 }+ { h}_{1 }+ { h}_{0 } )}^{ - { 1} over {2 } }- { { 3Q}_{1 } { p}_{ 6} { { h}_{1 } }^{- { 5} over {2 } } } over { { 2m}_{ 2}m' SQRT { 2gs} }+[ LEFT { b+ { 4C TIMES { 0.61}^{2 } } over {3(r-1) }+z( { d}_{0 }+ { h}_{0 } ) RIGHT } { p}_{1 }L }}}} {{{{+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 } L+dC { p}_{4 }L+(2 { z}_{0 }+m )(1-s) { L}_{d } { p}_{7 }]=0 }}}} where, z=outer slope of weir body (value of cotangent), h1=intake water depth (m), L=total length of weir (m), C=Bligh's creep ratio, q=flood discharge overflowing weir crest per unit length of weir (m3/sec/m), d0=average height to intake sill elevation in weir (m), h0=freeboard of weir (m), Q1=design irrigation requirements (m3/sec), m1=coefficient of head loss (0.9∼0.95) s=(h1-h2)/h1, h2=flow water depth outside intake sluice gate (m), b=width of weir crest (m), r=specific weight of weir materials, d=depth of cutting along seepage length under the weir (m), n=number of side contraction, k=coefficient of side contraction loss (0.02∼0.04), m2=coefficient of discharge (0.7∼0.9) m'=h0/h1, h0=open height of gate (m), p1 and p4=unit price of weir body and of excavation of weir site, respectively (won/㎥), p2 and p3=unit price of construction form and of revetment for protection of downstream riverbed, respectively (won/㎡), p5 and p6=average cost per unit width of intake sluice including cost of intake canal having the same one as width of the sluice in case of overflow type and orifice type respectively (won/m), zo : inner slope of section area in intake canal from its beginning point to its changing point to ordinary flow section, m: coefficient concerning the mean width of intak canal site,a : freeboard of intake canal. (2) The conditional equations of the economical intake water depth in case that weir body is built on the foundation of rock bed ; (a) in the overflow type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }- { { { 3Q}_{1 } { p}_{5 } { h}_{1 } }^{- {5 } over {2 } } } over { { 2m}_{1 }(1-s) SQRT { 2gs} }+[ LEFT { b+z( { d}_{0 }+ { h}_{0 } )RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L+ { nkp}_{5 }}}}} {{{{+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ]=0 }}}} (b) in the orifice type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }- { { { 3Q}_{1 } { p}_{6 } { h}_{1 } }^{- {5 } over {2 } } } over { { 2m}_{2 }m' SQRT { 2gs} }+[ LEFT { b+z( { d}_{0 }+ { h}_{0 } )RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L}}}} {{{{+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ]=0}}}} The construction cost of weir cut-off and revetment on outside slope of leeve, and the damages suffered from inundation in upstream area were not included in the process of deriving the above conditional equations, but it is true that magnitude of intake water depth influences somewhat on the cost and damages. Therefore, in applying the above equations the fact that should not be over looked is that the design value of intake water depth to be adopted should not be more largely determined than the value of h1 satisfying the above formulas.