• 대한후두음성언어의학회지
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• 제26권2호
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• pp.127-129
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• 2015

Background and Objectives : The etiology of globus pharyngeus remains uncertain. It has been known there is a relationship between the presence of air bubbles in esophagus and GERD symptoms. The aim of this study is to identify relationship between the globus symptom and the presence of air column in esophagus. Subjects and Methods : The study population consisted of 46 patients who underwent CT scan as part of evaluation for globus. Controls were chosen from the population consisted of patients with lymphadenopathy who underwent CT scan. The correlation between the presence of globus symptom and diameter, volume, and position of the air column was assessed using t-test. Reproducibility of diameter and volume of the esophageal air column was analyzed using intraclass correlation coefficient. Results : In study group, the mean volume of the air column was $769.56{\pm}983.08mm^3$, the mean diameter was $8.24{\pm}4.90mm$, the mean distance from the inferior border of posterior lamina of cricoid cartilage was $88.86{\pm}28.01mm$. In control group, $682.18{\pm}767.28mm^3$, $8.37{\pm}5.50mm$, $88.34{\pm}21.06mm$, respectively. There were no differences of diameter, volume and distance of the air column between the two groups. We failed to obtain acceptable reliability when we compare the diameter and the volume of the esophageal air column. Conclusion : There was no relationship between air column of esophagus and presence of globus symptom. And the measurement of diameter and volume of the esophageal air column change over time and it should be considered in a further study.

• Applied Biological Chemistry
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• 제13권3호
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• pp.223-229
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• 1970

(1) 고온성사상균인 Myriococcum 속의 알칼리성 protense의 생성과 조효소의 성질을 검토하였다. (2) 조호소의 최적 pH는 9.0이고, 최적 온도는 $55^{\circ}C$였다. 그리고 안정 pH 범위는 6.0에서 11.0이었다. (3) 조효소용액을 DEAE-Cellulose column Chromatography로 2개의 다른 활성부분으로 나누어졌다.

• 대한기계학회논문집A
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• 제28권3호
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• pp.304-310
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• 2004

In this paper, cracking threshold for nanoindentation is analyzed by using 3D finited-element method. The analysis by maximum principal stress criterion can obtain the reliable results for determining to crack initiation location and load. Because the ratio of maximum principal stress to indentation depth for Victors indentation is smaller than flat-plane-column indentation and cracking for Victors indentation occurs from the inner part of specimen difficult to measure crack length, the nanoindentation facture test for flat-plane-column indentation is more effective.

• 한국구조물진단유지관리공학회 논문집
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• 제16권5호
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• pp.1-10
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• 2012

본 연구는 철근콘크리트 기둥 횡보강근의 형태 특히 크로스타이의 유무 및 단부 정착형태에 따른 내진성능을 평가하기 위한 실험연구이다. 계획된 실험변수인 크로스타이의 유무, 크로스타이의 단부 정착형태(헤드형 또는 갈고리형), 그리고 기둥 축응력의 크기에 따라 총 5개의 기둥 실험체를 제작한 뒤 일정 축력하에 횡방향 반복가력 실험을 수행한 후, 크로스타이가 철근콘크리트 기둥의 구조성능에 미치는 영향을 평가하였다. 실험으로부터, 크로스타이가 없이 띠철근만으로 횡보강된 기둥은, 낮은 횡력에서 균열과 함께 띠철근이 휨변형한 뒤 코아 콘크리트가 탈락되는 파괴양상을 보인 반면에 크로스타이가 있는 기둥은 균열이 발생한 이후에도 띠철근이 휨변형과 주근좌굴을 억제하고 코아 콘크리트를 효과적으로 구속하여 내력 및 연성을 증진시키는 것으로 나타났다. 횡방향 대변형시, 갈고리형 크로스타이는 $90^{\circ}$ 갈고리 부분이 펴지면서 코아 콘크리트가 탈락되는 양상을 보이지만 헤드형 크로스타이는 대변형 시에도 헤드가 매우 효과적으로 띠철근과 주근을 구속하여 높은 내력과 연성능력을 발휘하는 것으로 나타났다.

• 생약학회지
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• 제25권1호
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• pp.59-69
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• 1994

Polygonum aviculare L. was extracted by methanol and then fractionated systematically with solvents and column chromatographic method in order to isolate ingredients with anti-lipid peroxidation and liver protectective effects. Among these fractions, ethylacetate soluble part(MWE) showed the strongest in the anti-lipid peroxidation. Furthermore, the crude subtraction(MWE 4) with Rf value near 0.42, which is separated from MWE by column chromatography using a solvent system, inhibited the lipid peroxidation of rat liver in vitro. Moreover, MWE 4 decreased GOT, GPT and TBA value compared with control and suggested high protective effects against hepatotoxicity induced by carbon tetrachloride in mice. The active compounds in MWE 4 were assumed to be flavonoid glucosides.

• 한국의류학회지
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• 제24권7호
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• pp.1081-1087
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• 2000

Gromwell colorants were extracted with methanol and dried. Four fractions were obtained by silica gel adsorption column chromatography using step-wise elution method. Relative ratio of four fraction is 1.00:0.07:0.22:0.30(Fl:F2:F3:F4) and gromwell colorants mainly consist of Fl, F3 and F4. IR analysis shows that each fraction has similar structure. Main component of gromwell extracts is acetyl derivative of naphthoquinone, and the rest are isobutyl derivative and isovaleryl derivative etc., in order. Gromwell colorants exhibit relatively good affinity to protein and polyamide fibers, but low affinity to cellulose and regenerated cellulose fibers.

• Coupled systems mechanics
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• 제13권3호
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• pp.201-217
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• 2024

This study aims to develop a new model to obtain the minimum area in circular isolated footings with eccentric column taking into account that the surface in contact with the ground works partially in compression, i.e., a part of the contact area of the footing is subject to compression and the other there is no pressure (pressure zero). The new model is formulated from a mathematical approach based on a minimum area, and it is developed by integration to obtain the axial load "P", moment around the X axis "M_x" and moment around the Y axis "M_y" in function of σ_max (available allowable soil pressure) R (radius of the circular footing), α (angle of inclination where the resultant moment appears), y₀ (distance from the center of the footing to the neutral axis measured on the axis where the resultant moment appears). The normal practice in structural engineering is to use the trial and error procedure to obtain the radius and area of the circular footing, and other engineers determine the radius and area of circular footing under biaxial bending supported on elastic soils, but considering a concentric column and the contact area with the ground works completely in compression. Three numerical problems are given to determine the lowest area for circular footings under biaxial bending. Example 1: Column concentric. Example 2: Column eccentric in the direction of the X axis to 1.50 m. Example 3: Column eccentric in the direction of the X axis to 1.50 m and in the direction of the Y axis to 1.50 m. The new model shows a great saving compared to the current model of 44.27% in Example 1, 50.90% in Example 2, 65.04% in Example 3. In this way, the new minimum area model for circular footings will be of great help to engineers when the column is located on the center or edge of the footing.

• 콘크리트학회논문집
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• 제17권6호
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• pp.1025-1032
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• 2005

이 연구에서 격막이 설치된 각형 CFT 기둥의 장기거동에 관한 실험과 해석을 수행하였으며, 이를 통해 각형 CFT 기둥의 장기거동에 미치는 격막의 영향을 파악해 보고자 하였다. 격막의 크기에 따라 두 가지, 기둥 길이에 따라 세 가지 변수를 두어 총 6가지의 변수에 대한 실험과 각 실험체에 대한 3차원 유한요소 해석을 수행하였다. 강관과 콘크리트의 계면 거동을 고려한 유한요소 해석은 격막이 설치된 CFT 기둥의 실제 거동을 정확히 모사하였으며, 이를 통해 유한요소 모델링의 정확성이 검증되었다. 실험과 해석 결과로부터 다음과 같은 결론을 얻었다. 격막에 의한 기둥 단부의 구속 효과는 기둥의 길이에 상관없이 CFT 기둥의 단부에서 기둥의 폭만큼 내려간 위치까지이며, 이외의 부분에서 격막 또는 강관에 의한 구속 효과는 나타나지 않았다. 또한 내부 콘크리트 면적의 1/2 이상을 가압할 수 있는 격막이 설치된 각형 CFT 기둥의 장기변형에 의한 축소량은 강관과 콘크리트의 전체 면적을 동시에 가압한 경우의 축소량과 동일하다.

• 건축역사연구
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• 제16권5호
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• pp.55-66
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• 2007

Through analysing on construction cases of stupa built in A.D. 7,8th, I have researched about these : constructive methods of inner soil of stupa, spatial compositions, characteristics of structures, arrangements of inner soil and etc. And cases analysed are six ; Mireuksajiseoktap(stone pagoda of Mireuksa Temple site), Gameunsajisamcheumgseoktap(three storied stone pagoda of Gameunsa Temple site), Goseonsajisamcheungseoktap(three storied stone pagoda of Goseonsa Temple site), Wolseong nawolliocheungseoktap(five storied stone pagoda in Nawonri, Wolseong), Guksagokseoktap(three storied stone pagoda in Guksa valley), Giamgokseoktap(three storied stone pagoda in Giam valley). Additionally we researched about inner soil of Sacheonwangsaji tapji(basement of stone stupa site in Sacheonwang Temple site) to speculate on composition of Synthetically, the foundation could be divided as core space and outer space. ; the former as structural function and the latter as ornamental function. And the core area could be divided again as center column space and buffer space. The relationship between core spaces and its formation are as belows; First, according to the area of foundation and scale of stone pagoda, formations of core are differed. As the scale of stone pagoda goes bigger, and the area of foundation goes larger, the structure of stone pagoda comprised by center column type and layered-core which endure upper load independently. On the contrary, as the scale of stone pagoda goes smaller, and the area of foundation goes lesser, the structure of stone pagoda tend to use only center column to endure upper part. Second, spatial composition of core area is comprised as two spaces, one which endure upper load and buffer space which absorb side pressure and upper pressure. The buffer space tend to be used in case of those structures which could not endure side pressure or have lots of joint. In some cases, it was located below the cover stone of foundation and gained upper load. And in case that have not gained pressure from side stone, the buffer space are comprised by smalle stone or roof tile to get structural supplement.

• 대한토목학회논문집
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• 제34권1호
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• pp.73-85
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• 2014

CFT 기둥은 시공이 간단하고 경제적이며 구조성능이 우수한 현장타설 매입형 연결 형식이다. 본 연구에서는 모듈러 교각에 적용되는 CFT 기둥-기초 연결부 형식을 제안하고, 실험을 통하여 구조성능을 평가하였다. 기둥-기초 연결부의 구조성능을 평가하기 위해서 기초부 콘크리트에 매입되는 CFT 기둥의 매입깊이를 변수로 총 4개의 실험체를 제작하여 실험을 수행하였다. 준정적 실험결과, 매입깊이가 0.6D인 실험체에서는 낮은 하중단계에서 기초부의 콘파괴로 인하여 상대적으로 낮은 연성능력을 보였다. 그러나 매입깊이가 0.9D 이상인 실험체에서는 기초부의 콘파괴가 방지되고 CFT 기둥 하단부에서 전형적인 휨파괴 거동을 보이며 높은 연성능력을 발휘하였다. 하중-변위 이력곡선, 변위 연성도 및 에너지 소산능력 등을 분석한 결과, 제안된 CFT 기둥-기초 연결부의 매입깊이는 0.9D~1.2D 수준이 내진성능을 발휘하는 합리적인 수준인 것으로 평가되었다.