33 research outputs found

    Expression and defferent mucins (MUC1, MUC2, MUC4, MUC5AC, MUC5B, MUC6) in colon of pigs naturally infected with Salmonella typhimurium

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    Thesis(masters) --์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› :์ˆ˜์˜ํ•™๊ณผ ์ˆ˜์˜๋ณ‘๋ฆฌํ•™ ์ „๊ณต,2008.8.Maste

    Association Between Possible Osteoporosis and Shunt-Dependent Hydrocephalus After Subarachnoid Hemorrhage.

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    Background and Purpose Pathological obstruction in arachnoid granulations after subarachnoid hemorrhage (SAH) can impede cerebrospinal fluid flow outward to the venous sinus and causing hydrocephalus. Because bone and arachnoid granulations share the same collagen type, we evaluated the possible relation between bone mineral density and shunt-dependent hydrocephalus after SAH.Methods We measured Hounsfield units of the frontal skull on admission brain computed tomography in patients with SAH. Receiver operating characteristic curve analysis was performed to determine the optimal cutoff Hounsfield unit in skull to predict osteopenia and osteoporosis in a large sample registry. According to the optimal cutoff skull Hounsfield unit values, study patients were then categorized as hypothetical normal, osteopenia, and osteoporosis. Odds ratios were estimated using logistic regression to determine whether the osteoporotic conditions are independent predictive factors for the development of shunt-dependent hydrocephalus after clipping for SAH.Results A total of 447 patients (alive 14 days) with ruptured aneurysm SAH who underwent surgical clipping were retrospectively enrolled in this study during a 9-year period from 2 hospitals. We found that hypothetical osteoporosis was an independent predictor for shunt-dependent hydrocephalus after aneurysmal clipping for SAH after full adjustment for other predictive factors, including age (odds ratio, 2.08; 95% confidence interval, 1.06-4.08; P=0.032).Conclusions Our study demonstrates a possible relation between possible osteoporosis and hydrocephalus after SAH. Hounsfield unit measurement on admission brain computed tomography may be helpful for predicting hydrocephalus during the clinical course of SAH in patients with osteoporosis or suspected osteoporosis.This work was supported by the research fund of Hanyang University (HY-201600000002777)

    ๋ฐœ์‚ฌ์ฒด ์ถฉ๋Œ์— ์˜ํ•œ ์ฒ ๊ทผ์ฝ˜ํฌ๋ฆฌํŠธํŒจ๋„์— ๋ฐœ์ƒํ•˜๋Š” ๊ด€์ž…๊นŠ์ด์˜ˆ์ธก

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    ํ•™์œ„๋…ผ๋ฌธ (์„์‚ฌ)-- ์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› : ๊ณต๊ณผ๋Œ€ํ•™ ๊ฑด์„คํ™˜๊ฒฝ๊ณตํ•™๋ถ€, 2018. 8. ์กฐ์žฌ์—ด.Since impact of large commercial aircraft became a serious issue for safety after 9.11 terror, it has been required that nuclear power plant(NPP) structures should be designed considering aircraft impact because failure of NPP structure lead to severe disaster by radiation leakage. When the object considered as projectile like aircraft collides with structure, the impact load that have large in a very short time is generated in the structure. This impact force generates not only global behavior that means conventional behavior of deflection but also local effects that means premature damage occurring in proximal area of impact. The local effects mainly consist of penetration, spalling, scabbing, perforation. Penetration means tunneling into structure by the projectile, scabbing means ejection of fragments of structural material from distal face of the structure, and perforation means complete passage of the projectile through thickness of the structure. Generally, the local effects dont lead to overall collapse of structure, but design for the local effects is necessary because fragments of the structure by scabbing and projectile entering inside of structure by perforation can damage internal facility like reactor of NPP structure. Penetration of the local effects is the primary behavior occurring immediately after projectile impact, so scabbing and perforation are affected by penetration because scabbing and perforation occur after penetration. Therefore, to evaluate and predict the local effects accurately when NPP structure is designed for the local effects, accurate evaluation and prediction of penetration behavior is required preferentially. In 1997, Forrestal & Tzou suggested penetration mechanism model for concrete target by using dynamic cavity expansion theory. Then, Forrestal et al. (2003) conducted experimental verification of the penetration mechanism model by performing impact test, and suggested semi-analytical prediction formula of penetration depth. However, the semi-analytical formula has limitations to apply to prediction of penetration depth for actual structure size because the previous research performed impact test for not structural member specimen simulating the actual structure but only non-structural specimen of cylinder shape having very large diameter and thick thickness. In addition, the previous research performed the impact test for not several nose shapes of projectile but only ogive nose shape, so there is limitation for lack of experimental evaluation for effect of nose shape on penetration. In this study, impact tests for Reinforced concrete(RC) panels simulating actual containment wall of NPP and several nose shapes of projectile were performed to predict penetration depth accurately for structural RC member. Then, by utilizing the form of semi-analytical prediction formula of penetration depth widely used by several researchers, undetermined coefficients of the semi-analytical formula were modified by experimental verification and evaluation from the test results. Therefore, penetration depth for structural RC member simulating the actual structure is well predicted by using the modified undetermined coefficients. In addition, it is expected that the result of this study can be used as basic research to predict penetration depth of several structures difficult to test and to predict scabbing and perforation affected by penetration behavior.LIST OF TABLES vii LIST OF FIGURES viii NOTATIONS x 1. Introduction 1 1.1. Research Background 1 1.2. Research Objectives 7 1.3. Outline 8 2. Theoretical Background 9 2.1. Semi-Analytical Formula for Penetration Depth 9 2.1.1. Dynamic cavity expansion theory for concrete material 9 2.1.1.1 Plastic region 31 2.1.1.2 Cracked-elastic region 31 2.1.1.3 Inverse calculation procedure 31 2.1.1.4 Results of the previous studies 31 2.1.2. Derivation of impact load 21 2.1.3. Derivation of prediction formula for penetration depth 21 2.2. Global Behavior Effect on Penetration 28 2.3. Previous Studies 28 2.3.1. Experimental studies 9 2.3.1.1 Forrestal et al. (1994) 31 2.3.1.2 Frew et al. (1998) 31 2.3.1.3 Forrestal et al. (2003) 31 2.3.2. Study for nose shape of projectile 9 2.3.2.1 Teland et al. (2004) 31 2.3.2.2 Li et al. (2003) 31 2.3.3. Summary and limitations of previous studies 9 3. Impact Test for Penetration 34 3.1. Specimen of Impact Test 34 3.1.1. RC panels 34 3.1.2. Projectile 36 3.2. Test Apparatus of Gas Gun 37 3.3 Impact Test Results 39 3.3.1. Test variables 34 3.3.2. Measurements of impact test 36 3.3.3. Test results 34 3.3.4. Verification of test results 36 4. Modification of Coefficient for Prediction Formula of Penetration Depth 46 4.1 Evaluation of Global Behavior Effect on Penetration 46 4.2 Evaluation of Semi-Analytical Formula 48 4.2.1 Determination of the coefficient k 48 4.2.2 Determination of the coefficient A 51 4.2.3 Determination of the coefficient B 51 4.3 Discussion of Evaluation Result 46 5. Conclusions 58 Reference 59 ๊ตญ๋ฌธ์ดˆ๋ก 62Maste

    ๊ธˆ์†๊ณผ ์ „์ด ๊ธˆ์† ์‚ฐํ™”๋ฌผ ํ‘œ๋ฉด์˜ ์Šคํ•€, ๊ถค๋„, ๊ฒฉ์ž ์ƒํ˜ธ์ž‘์šฉ

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    Significant progress in materials science of the past decade is associated with the emerging paradigm of phase complexity and cross-coupling phenomena in functional complex materials, in which various degrees of freedom are intricately coupled and mutually interacting. Such mutual interactions couple the spin-orbital-lattice, and often induce various emerging phenomena such as colossal magnetoresistance, multiferroicity, strain induced ferroelectricity, etc. Fundamental understanding of such phenomena requires detailed microscopic information on each physical degree of freedom for different physical qualities of spin, orbital, and lattice. In this thesis, we discuss how to approach to the physical quantities on spin, orbital and lattice degree of freedom and report theoretical analyses on emerging phenomena in surface of both transition metal oxides and metals. Firstly, thickness and strain dependent magnetism in SrRuO3_3 ultra thin film shows a dimensional crossover character of surface electronic states. We observed that the magnetism of SrRuO3_3 films is sensitive to the thickness and the applied strain. Stoner theory of itinerant magnetism is successfully applied to explain this behavior. Secondly, surface play a role as a boundary between normal insulator (vacuum) and non-trivial Z2Z_2 topological insulator in possible topological insulator phase of 5d5d transition metal oxides Na2_2IrO3_3. Non-trivial topological states which is obtained by increasing the inter-layer distance make the topological surface states which is robust against the perturbation preserving time-reversal symmetry. Topological surface states of transition metal compound is special among other topological insulators since it contains the moderate electron correlation effects to make novel topological states such as topological Mott insulators and Weyl semimetal phases. Finally, chiral orbital angular momentum on the metal surfaces is originated from the inversion symmetry breaking nature of surfaces. We propose that the existence of chiral orbital angular momentum is a general consequence of inversion symmetry breaking potential, regardless of strength of spin-orbit coupling. And this local orbital angular momentum on the surfaces of high-ZZ materials play a crucial role in the formation of Rashba-type surface band splitting. To detect such orbital angular momentum, circular dichroism experiment using the angle-resolved photoemission could be used.Docto

    Relationships between CYP3A5 gene polymorphisms and efficacy of praziquantel therapy in clonorchiasis patients

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    ํ•™์œ„๋…ผ๋ฌธ(๋ฐ•์‚ฌ) --์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› :์˜ํ•™๊ณผ(๊ธฐ์ƒ์ถฉํ•™ ์ „๊ณต),2009.2.Docto

    ํŒŒ์ดํ…Œ์ด์ฆˆ์˜ ์ˆ˜์ค€๋ณ„ ์ฒจ๊ฐ€๊ฐ€ ์œก์„ฑยท๋น„์œก๋ˆ์˜ ์„ฑ์žฅ, ๋„์ฒดํŠน์„ฑ, ๋ผˆ ๊ฐ•๋„ ๋ฐ ์ธ ์ด์šฉ์„ฑ์— ๋ฏธ์น˜๋Š” ์˜ํ–ฅ

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    ํ•™์œ„๋…ผ๋ฌธ(์„์‚ฌ)--์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› :๋†์ƒ๋ช…๊ณตํ•™๋ถ€,2005.Maste

    ๋ผ์ง€ํ๋ ด์˜ ๋ณ‘์›์ฒด์— ๋Œ€ํ•œ ๋ฎค์‹ ์˜ ๋ฐœํ˜„์„ฑ ์—ฐ๊ตฌ

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    ํ•™์œ„๋…ผ๋ฌธ (๋ฐ•์‚ฌ)-- ์„œ์šธ๋Œ€ํ•™๊ต ๋Œ€ํ•™์› : ์ˆ˜์˜ํ•™๊ณผ, 2011.2. ์ฑ„์ฐฌํฌ.Docto

    An analysis of Emission Trading Policy making process in South Korea- through the Application of Advocacy Coalition Framework -

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    ํ•™์œ„๋…ผ๋ฌธ (์„์‚ฌ)-- ์„œ์šธ๋Œ€ํ•™๊ต ํ–‰์ •๋Œ€ํ•™์› : ํ–‰์ •ํ•™๊ณผ(์ •์ฑ…ํ•™์ „๊ณต), 2012. 8. ๊ถŒํ˜์ฃผ.๋ณธ ๋…ผ๋ฌธ์€ ํ•œ๊ตญ์˜ ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ๊ฑฐ๋ž˜์ œ๋„์˜ ์ •์ฑ…ํ˜•์„ฑ๊ณผ์ •์—์„œ ๋‚˜ํƒ€๋‚œ ์ •์ฑ…๋‚ด์šฉ๋ณ€๋™์„ ์ •์ฑ…์˜นํ˜ธ์—ฐํ•ฉ๋ชจํ˜•(Advocacy Coalition Framework: ์ดํ•˜ ACF๋ชจํ˜•์ด๋ผ ํ•œ๋‹ค.)์„ ํ†ตํ•ด ๋ถ„์„ํ•œ๋‹ค. ๋ถ„์„๋‚ด์šฉ์€ ์ด๋ก ์  ์ธก๋ฉด๊ณผ ์ •์ฑ…์  ์ธก๋ฉด ๋‘๊ฐ€์ง€๋กœ ๋‚˜๋ˆŒ ์ˆ˜ ์žˆ๋‹ค. ์ฒซ์งธ, ์ด๋ก ์  ์ธก๋ฉด์—์„œ ์ •์ฑ…๋ถ„์„์„ ์œ„ํ•ด ์ ์šฉํ•˜๋Š” ๋ถ„์„ํ‹€(์ˆ˜์ •ํ•œ ACF๋ชจํ˜•)์ด ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ๊ฑฐ๋ž˜์ œ๋„์˜ ์ •์ฑ…ํ˜•์„ฑ๊ณผ์ •์„ ์„ค๋ช…ํ•˜๋Š”๋ฐ ์ ํ•ฉํ•œ์ง€ ACF๋ชจํ˜•์˜ ๊ธฐ๋ณธ ๊ฐ€์„ค์˜ ๊ฒ€์ฆ์„ ํ†ตํ•ด ํ™•์ธํ•œ๋‹ค. ๋‘˜์งธ, ์ •์ฑ…์  ์ธก๋ฉด์—์„œ ์ •์ฑ…ํ˜•์„ฑ๊ณผ์ •์—์„œ ๋‚˜ํƒ€๋‚˜๋Š” ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ๊ฑฐ๋ž˜์ œ์˜ ๋‚ด์šฉ๋ณ€ํ™” ๊ณผ์ •์„ ์˜นํ˜ธ์—ฐํ•ฉ์„ ์ค‘์‹ฌ์œผ๋กœ ๋ถ„์„ํ•œ๋‹ค. ๋ถ„์„๋ฐฉ๋ฒ•์€ ์งˆ์ ์—ฐ๊ตฌ ๋ฐฉ๋ฒ•์„ ํ™œ์šฉํ•œ๋‹ค. Sabatier์˜ ์ •์ฑ…์˜นํ˜ธ์—ฐํ•ฉ๋ชจํ˜•์— ๊ด€๋ จํ•ด ํ•™์ˆ ์„œ์ ๊ณผ ํ•™์œ„๋…ผ๋ฌธ ๋ฐ ํ•™์ˆ ์ง€๋ฅผ ์ค‘์‹ฌ์œผ๋กœ ๋ฌธํ—Œ๊ฒ€ํ† (literature review)๋ฅผ ์‹ค์‹œํ•œ๋‹ค. ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ๊ฑฐ๋ž˜์ œ๋„์˜ ์ •์ฑ… ํ˜•์„ฑ๊ณผ์ •์— ๊ด€๋ จํ•ด์„œ๋Š” ์ œ๋„ ๊ด€๋ จ ๋…ผ๋ฌธ๊ณผ ํ•™์ˆ ์ง€, ๋…น์ƒ‰์„ฑ์žฅ์œ„์›ํšŒ์˜ ์—ฐ๊ตฌ์ž๋ฃŒ์™€ ๋ฐœ๊ฐ„์ž๋ฃŒ, ํ™˜๊ฒฝ๋ถ€/์ง€์‹๊ฒฝ์ œ๋ถ€ ๋“ฑ์˜ ์ •๋ถ€๋ถ€์ฒ˜์™€ ์ง€๋ฐฉ์ž์น˜๋‹จ์ฒด์˜ ๋ฐœ๊ฐ„์ž๋ฃŒ ๋ฐ ๋Œ€ํ†ต๋ น์˜ ๊ตญ์ •์—ฐ์„ค, ์ œ๋„๊ด€๋ จ ์–ธ๋ก ๋ณด๋„, ํฌ๋Ÿผ์ด๋‚˜ ํ† ๋ก ํšŒ์˜ ์ž๋ฃŒ, ๊ตญํšŒ ๋…น์ƒ‰์„ฑ์žฅํŠน๋ณ„์œ„์›ํšŒยท๋ฒ•์ œ์‚ฌ๋ฒ•์œ„์›ํšŒ์˜ ํšŒ์˜๋ก ๋“ฑ์„ ๊ธฐ์ดˆ๋กœ ๋ฌธํ—Œ๊ฒ€ํ† (literature review)๋ฅผ ์‹ค์‹œํ•œ๋‹ค. ๋ถ„์„ ๊ฒฐ๊ณผ ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ๊ฑฐ๋ž˜์ œ๋„์˜ ํ˜•์„ฑ์— ์žˆ์–ด์„œ ์ตœ์ดˆ ๋ฐฉํ–ฅ์„ค์ •์‹œ์˜ ๋‚ด์šฉ๋ณด๋‹ค ์‚ฐ์—…๊ณ„์˜ ์š”๊ตฌ๋ฅผ ์ˆ˜์šฉํ•˜๋Š” ๋ฐฉํ–ฅ์œผ๋กœ ์ •์ฑ… ๋‚ด์šฉ์ด ๋ณ€๋™๋œ ์ ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ACF๋ชจํ˜•์„ ์ด์šฉํ•ด ๋‚ด์šฉ ๋ณ€๋™์„ ๊ฒ€ํ† ํ•œ ๊ฒฐ๊ณผ ์ด๋Ÿฌํ•œ ์ •์ฑ… ๋‚ด์šฉ ๋ณ€๋™ ๊ณผ์ •์— ์™ธ์  ํ™˜๊ฒฝ๊ณผ ํ•˜์œ„ ์ •์น˜์ฒด์ œ์˜ ์ƒํ˜ธ ์ž‘์šฉ์ด ์žˆ์—ˆ์Œ์„ ์•Œ ์ˆ˜ ์žˆ๋‹ค. ๋˜ํ•œ, ์ด๋ก ์ ์ธ ์ธก๋ฉด์—์„œ ACF๋ชจํ˜•์ด 10๋…„ ์ด์ƒ์˜ ์žฅ๊ธฐ๊ฐ„์„ ๋ฒ”์œ„๋กœ ํ•˜์ง€ ์•Š๋Š” ๊ฒฝ์šฐ์—๋„ ์œ ์˜๋ฏธํ•จ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ๊ตฌ์ฒด์ ์œผ๋กœ, ์˜นํ˜ธ์—ฐํ•ฉ์˜ ์ „๋žต๊ณผ ์ƒํ˜ธ์ž‘์šฉ๋ฉด์—์„œ ์นœ์‹œ์žฅ์—ฐํ•ฉ ์ค‘ ์‚ฐ์—…๊ณ„๋Š” ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ๊ฑฐ๋ž˜์ œ๋„์˜ ๋…ผ์˜ ์ดˆ๊ธฐ์—๋Š” ๋น„๊ต์  ์†Œ๊ทน์ ์ธ ์ž์„ธ๋ฅผ ๋ณด์˜€์œผ๋‚˜ ์ œ๋„๊ฐ€ ๋ฒ•์•ˆ์œผ๋กœ ๊ตฌ์ฒดํ™”๋˜๋Š” ๊ณผ์ •์—์„œ ์ ๊ทน์ ์œผ๋กœ ์ •์ฑ…ํ•ต์‹ฌ ์‹ ๋…์„ ๋ฒ•์•ˆ์— ๋ฐ˜์˜ํ•˜๊ธฐ ์œ„ํ•œ ์ž์„ธ๋ฅผ ๋ณด์˜€์Œ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ํŠนํžˆ, ์ •์ฑ…๋ณ€๋™์˜ ๊ธฐ์ œ์™€ ๊ด€๋ จํ•ด ์‚ฌํšŒ๊ฒฝ์ œ์  ์กฐ๊ฑด์˜ ๋ณ€ํ™”์™€ ๋ฌธ์ œ์˜์—ญ์˜ ๊ธฐ๋ณธ์†์„ฑ์ด ๋‘๋“œ๋Ÿฌ์ง„๋‹ค. ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ๊ฑฐ๋ž˜์ œ๊ฐ€ ๊ฐ–๋Š” ๊ทœ์ œ์ ์ธ ์„ฑ๊ฒฉ๊ณผ ์‹œ์žฅ๊ฑฐ๋ž˜์  ์„ฑ๊ฒฉ์€ ์ตœ์ดˆ ์นœํ™˜๊ฒฝ์—ฐํ•ฉ์˜ ์ž…์žฅ์— ๊ฐ€๊นŒ์šด ๋ฒ•์•ˆ์—์„œ ์นœ์‹œ์žฅ์—ฐํ•ฉ์˜ ์ž…์žฅ์— ๊ฐ€๊นŒ์šด ๋ฒ•์•ˆ์œผ๋กœ์˜ ๋‚ด์šฉ๋ณ€ํ™”๋ฅผ ๊ฐ€๋Šฅํ•˜๊ฒŒ ํ•˜๋Š” ๊ธฐ์ดˆ๊ฐ€ ๋๋‹ค. ์—ฌ๊ธฐ์— 2008๋…„ ์ดํ›„์˜ ๊ตญ์ œ์  ๊ธˆ์œต์œ„๊ธฐ, ๊ตญ์ œ๊ธฐํ›„ํ˜‘์•ฝ์˜ ์ •์ฒด ๊ฐ™์€ ์™ธ์ ์ถฉ๊ฒฉ, ์ด๋ช…๋ฐ• ๋Œ€ํ†ต๋ น์˜ ์ž…์žฅํ‘œ๋ช…๊ณผ ๋ฆฌ๋”์‹ญ๋ฐœํœ˜์™€ ๊ฐ™์€ ๋‚ด์ ์ถฉ๊ฒฉ์€ ๋ฐฐ์ถœ๊ถŒ ๊ฑฐ๋ž˜์ œ์˜ ๋‚ด์šฉ์ด ์ตœ์ดˆ ๋„์ž… ์‹œ๋ณด๋‹ค ์‚ฐ์—…๊ณ„์˜ ์ž…์žฅ์— ๊ฐ€๊น๊ฒŒ ๋ณ€๋™ํ•˜๋Š”๋ฐ ๊ธฐ์—ฌํ–ˆ๋‹ค. ํ•œํŽธ ์ •์ฑ…์ง€ํ–ฅํ•™์Šต์˜ ๊ฒฝ์šฐ ์นœ์‹œ์žฅ ์—ฐํ•ฉ๊ณผ ์นœํ™˜๊ฒฝ์—ฐํ•ฉ์˜ ์‹ ๋…์ฒด๊ณ„ ๋ณ€ํ™”๋Š” ์‰ฝ๊ฒŒ ๋‚˜ํƒ€๋‚˜์ง€ ์•Š์•˜๋‹ค. ์ „๋ฌธ์ ์ธ ํฌ๋Ÿผ์˜ ๋ถ€์กฑ, ๊ฐ ์—ฐํ•ฉ์˜ ํƒœ๋„๋ณ€ํ™” ๋…ธ๋ ฅ ๋ถ€์กฑ์ด ์ •์ฑ…์ง€ํ–ฅํ•™์Šต์˜ ๋ถ€์กฑ์„ ๊ฐ€์ ธ์˜จ ์›์ธ์œผ๋กœ ์ž‘์šฉํ–ˆ๋‹ค. ์ด๋Ÿฌํ•œ ์ •์ฑ…๋ณ€๋™์˜ ๋‚ด์šฉ์„ ๊ธฐ์ดˆ๋กœ ACF๋ชจํ˜•์˜ ๊ฐ€์„ค์˜ ์œ ์˜๋ฏธ์„ฑ์„ ๊ฒ€ํ† ํ•œ ๊ฒฐ๊ณผ ์ •์ฑ…์—ฐํ•ฉ, ์ •์ฑ…๋ณ€๋™์— ๊ด€ํ•œ ๊ฐ€์„ค ๋‘๊ฐ€์ง€๋Š” ์œ ์˜๋ฏธํ•จ์„ ํ™•์ธํ•  ์ˆ˜ ์žˆ๋‹ค. ๊ทธ๋Ÿฌ๋‚˜ ์ •์ฑ…ํ•™์Šต๊ณผ ๊ด€๋ จํ•œ ๊ฐ€์„ค์˜ ๊ฒฝ์šฐ ๋‹ค์„ฏ๊ฐ€์ง€ ๊ฐ€์„ค์ค‘ ์„ธ๊ฐ€์ง€๋Š” ํ™•์ธํ•  ์ˆ˜ ์—†๊ณ , ํ•œ๊ฐ€์ง€๋Š” ๋ถˆ์„ฑ๋ฆฝํ•˜๋ฉฐ, ํ•œ๊ฐ€์ง€๋งŒ ์„ฑ๋ฆฝํ•œ๋‹ค.์ œ 1 ์žฅ ์„œ ๋ก  1 ์ œ 1 ์ ˆ ์—ฐ๊ตฌ์˜ ๋ชฉ์ ๊ณผ ํ•„์š”์„ฑ 1 ์ œ 2 ์ ˆ ์—ฐ๊ตฌ์˜ ๋Œ€์ƒ๊ณผ ๋ฒ”์œ„ 2 ์ œ 3 ์ ˆ ์—ฐ๊ตฌ์˜ ๋ฐฉ๋ฒ• 3 ์ œ 2 ์žฅ ์ด๋ก ์  ๋ฐฐ๊ฒฝ๊ณผ ๋ถ„์„ํ‹€ 5 ์ œ 1 ์ ˆ ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ ๊ฑฐ๋ž˜์ œ์˜ ๋‚ด์šฉ๊ณผ ํ˜„ํ™ฉ 5 1. ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ ๊ฑฐ๋ž˜์ œ์˜ ๋‚ด์šฉ 5 2. ๊ตญ๋‚ด์™ธ ์ถ”์ง„ํ˜„ํ™ฉ 12 ์ œ 2 ์ ˆ ์ •์ฑ…๊ฒฐ์ •๊ณผ์ • ๋ถ„์„์„ ์œ„ํ•œ ์ด๋ก ๊ณผ ์„ ํ–‰์—ฐ๊ตฌ 15 1. ์ •์ฑ…์˜นํ˜ธ์—ฐํ•ฉ๋ชจํ˜• 15 2. ์„ ํ–‰์—ฐ๊ตฌ๊ฒ€ํ†  18 ์ œ 3 ์ ˆ ๋ถ„์„ํ‹€ ์„ค์ • 23 1. ์ •์ฑ…์˜นํ˜ธ์—ฐํ•ฉ๋ชจํ˜• ์ ์šฉ์˜ ์ ์‹ค์„ฑ 23 2. ์—ฐ๊ตฌ ๋ถ„์„ํ‹€ ๊ตฌ์„ฑ 23 ์ œ 3 ์žฅ ์˜จ์‹ค๊ฐ€์Šค๋ฐฐ์ถœ๊ถŒ ๊ฑฐ๋ž˜์ œ๋„ ๊ฒฐ์ •๊ณผ์ •๋ถ„์„ 30 ์ œ 1 ์ ˆ ์™ธ์ ์กฐ๊ฑด 30 1. ์ƒ๋Œ€์ ์œผ๋กœ ์•ˆ์ •์ ์ธ ์™ธ์ ๋ณ€์ˆ˜ 30 2. ์—ญ๋™์  ์™ธ์ ์š”์ธ 35 ์ œ 2 ์ ˆ ์ •์ฑ…ํ•˜์œ„์ฒด์ œ์˜ ๊ตฌ์กฐ ๋ถ„์„ 38 1. ์ •์ฑ…์˜นํ˜ธ์—ฐํ•ฉ์˜ ํ˜•์„ฑ๊ณผ ๊ณ„์ธต์  ์‹ ๋…์ฒด๊ณ„ 38 2. ๊ฐ ์˜นํ˜ธ์—ฐํ•ฉ์˜ ์ „๋žต 39 3. ์ •์ฑ…์ค‘๊ฐœ์ž 46 4. 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