• 한국식품과학회지
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• 제10권1호
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• pp.46-51
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• 1978

황변미독(黃變米毒)의 일종인 luteoskyrin의 동정(同定) 및 정량법(定量法)을 검토한 후 변질미에서 분리된 Pen. islandicum의 luteoskyrin 생성능(生成能)을 추구한 결과는 다음과 같다. 1) Luteoskyrin은 0.5 N oxalic acid impregnated silicagel G plate로서 acetone : n-hexane : water(6:3:1.5, upper layer)를 전개용매로하는 TLC방법에서 분리(分離)가 가장 좋았다. 분리된 황색물질의 최대흡수파장(吸收波長)은 426, 448nm이었으며 chromatogram을 태양광선에 $2{\sim}3$시간 노출시 자색(紫色)으로 변하였다. 2) Luteoskyrin의 정량법으로서 TLC전개(展開)후 용출비색법(溶出比色法)에서는 4 ppm, densitometry에서는 0.1 ppm이 검출한계(檢出限界)이었다. 미곡 중의 허용량(許容量)을 3.68 ppm이하로 정설할 경우 곡류시료 중 luteoskyrin의 검색(檢索)에는 densitometry가 적합할 것이다. 3) Pen. islandicum에 의한 luteoskyrin 생성능은 Czapek 액체배지에서는 균계체(菌系體) 1g당 11mg, 가압살균한 쌀에서는 1g당 40mg이었다.

• 한국지진공학회논문집
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• 제3권1호
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• pp.113-122
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• 1999

일본 고베지진후 구조물 수직방향 내진거동의 중요성은 잘 인식되었으나 대부분의 내진설계규준에서는 지반조건을 규정하지 않아 수직방향 구조물 내진해석시 대개 토질과 기초조건을 무시하고 수행하였다 이 논문에서는 연약지반이 Taft 지진과 El Centro 지진의 수직방향 지진하중을 받는 구조물의 수직방향 반응에 미치는 영향을 알아보기 위해 기초크기, 기초 및 지반깊이 , 기초근입깊이 및 말뚝기초가 수직방향 내진반응스펙트럼에 미치는 영향에 대해 연구하였는데 지반은 UBC-97에서 분류한 Sa. Sc. SE를 기초크기는 중 대형 기초를. 기초 및 지반깊이는 30m 와 60m를 기초근입깊이를 0m와 15m를 고려하였으며 연약지반에 설치한 말뚝은 기성제 콘크리트 선단지지말뚝을 고려하였다 연구결과에 의하면 기초크기는 구조물의 수직방향 내진반응에 별 영향이 없지만 지반깊이는 수평방향 내진해석에서처럼 기초 및 60m까지 고려해야 하며 연약지반위에 설치된 묻힌기초와 얕은 말뚝기초는 구조물의 수직방향 내진거동을 크기 증폭시켰다.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제38권
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• pp.11.1-11.8
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• 2016

Background: Silk cocoon is composed of multiple layers. The natural silk cocoon containing all layers was cut as a rectangular shape as defined as total group. The inner and outermost layers were removed from the total group and the remained mat was defined as the middle group. The objectives of this study was to compare the total group with the middle group as a barrier membrane for the guided bone regeneration. Methods: The effects of these materials on the cellular proliferation and alkaline phosphatase (ALP) expression of MG63 cells were explored. For comparing bone regeneration ability, bilateral bone defects were created in calvarial areas in ten adult New Zealand white rabbits. The defects were covered with silk membranes of the middle group, with silk membrane of the total group used as the control on the contralateral side. The defects were allowed to heal for 4 and 8 weeks. Micro-computerized tomography (${\mu}CT$) and histological examination were performed. Results: The middle group exhibited a higher MTT value 48 and 72 h after treatment compared to the total group. ALP expression was also higher in the middle group. The results of ${\mu}CT$ and histologic examination showed that new bone formation was significantly higher in the middle group compared to the total group 8 weeks postoperatively (P < 0.05). Conclusions: In conclusion, the middle layer of the silk cocoon supports guided bone regeneration better than unprocessed silk cocoon.

• 한국주조공학회지
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• 제29권3호
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• pp.128-137
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• 2009

The effects of alloying elements on the mechanical properties of 3.6wt%C-2.6wt%C ductile cast iron poured into shell stack molds were investigated. The strength and hardness of the specimens obtained from the center layer in the 5-story stack mold were the lowest and those for other specimens were increased with increased distance from the center. The strength and hardness of the specimens obtained from the center layer were decreased with increased number of layers of the shell stack mold. The strength and hardness of the smaller specimens with the diameter of 9.5 mm were higher than those of 17.5 mm. On the other hand, the elongation of the former was lower than that of the latter. The strength and hardness were increased and the elongation was decreased roughly with the increased amounts of manganese and copper added, respectively. The strength and hardness were increased with the incrcased amount of molybdenum added to 0.40wt% and rather decreased with that to 0.80wt%. Those were greatly increased with the increased amount of tin added and the elongation was roughly decreased with it.

• 한국주조공학회지
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• 제12권4호
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• pp.305-316
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• 1992

Steel and iron castings made with expandable polystylene (referred to hereafter as EPS) patterns are often affected by distinctive defects associated with incomplete decomposition of the EPS as the molds are filled with metal. The effects of practical factors on carbon pick-up were investigated on the specimens, by taking successive layers of swarf and analysis, whereas the lustrous carbon is determined by using combustion analysis. The quality of the castings, with particular reference to carbon pick-up in low carbon steel and lustrous carbon on gray iron, is further influenced to a significant extent by such practical factors as reduced pressure, the pouring temperature, the density of EPS pattern, the additive in coating and in pattern and the casting thickness. The rate at which carbon pick-up and lustrous carbon deposites are formed can be reduced by reducing the density of the pattern and also reducing pressure, especially by adding $Na_2CO_3$ in coating and in pattern to promote $CO_2$ evolution. The upper parts of castings obtained using EPS patterns are slightly higher in carbon pick-up and in lustrous carbon than other parts.

• 센서학회지
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• 제15권3호
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• pp.199-204
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• 2006

Carbon nanotube (CNT) mats grown by thermal chemical vapor deposition on a micromachined substrate with a chrome heater and a diaphragm were investigated as sensing materials of resistive gas sensors for nitrogen dioxide ($NO_{2}$) gas. The aligned CNT mats fabricated into mesh and serpentine shapes by the patterned cobalt catalyst layer. CNT mats showed a p-type electrical resistivity with decreasing electrical resistance upon exposure to $NO_{2}$. All sensors exhibited a reversible response at a thermal treatment temperature of $130^{\circ}C$ for about 5 minutes. The resistance change to $NO_{2}$ of the mesh-shaped CNT mats was larger than that of the serpentine-shaped CNT mats.

• Steel and Composite Structures
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• 제19권4호
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• pp.939-952
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• 2015

In this paper, brake pad performance of two organic matrix composites namely, Sample 1 (contains no brass filler) and Sample 2 (contains 1.5% brass filler), is studied based on tribological and squeal noise behavior. In the first stage, a pin-on-disc tribometer is used to evaluate the frictional behavior of the two pads. On the following stage, these pads are tested on squeal noise occurrence using a drag-type brake dynamometer. From the two type of tests, the results show that; (i) brass fillers play a dual role; firstly as reinforcing element of the brake pad providing primary contact sites, and secondly as solid lubricant by contributing to the formation of a layer of granular material providing velocity accommodation between the pad and the disc; (ii) brass fillers contribute to friction force stabilization and smooth sliding behavior; (iii) the presence of small weight quantity of brass filler strongly contributes to squeal occurrences; (iv) there is close correlation between pin-on-disc tribometer and brake dynamometer tests in terms of tribological aspect.

• 한국건축시공학회지
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• 제13권6호
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• pp.513-521
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• 2013

This study aimed to examine whether heat curing methods of concrete subjected to $-10^{\circ}C$ could be effective by varying the combination of heating cable and surface heat insulations. Three different concrete specimens incorporating 30% fly ash with 50% W/B were fabricated to simulate wall, column and slab members with dimensions of $1600{\times}800{\times}200$ mm for slab, $800{\times}600{\times}200$ mm for wall and $800{\times}800{\times}800$ mm for column. For heat curing combinations, Type-1 specimens applied PE film for slab, plywood for wall and column curing. Type-2 specimens applied double layer bubble sheet (2LB) and heating coil for slab, and 50 mm styrofoam for wall and column curing. Type-3 specimen applied 2LB for slab, electrical heating mat for wall and column inside heating enclosure. The test results revealed that the temperature of Type 1 specimen dropped below $0^{\circ}C$ beginning at 48 hours after placement due to its poor heat insulating capability. Type 2 and 3 specimens maintained a temperature of around $5{\sim}10^{\circ}C$ after placement due to favorable heat insulating and thermal resistance.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.232-239
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• 2005

Recently geosynthetics that can be constructed on soft ground have been used for reinforcement and separation in various ways. Through laboratory model tests and numerical analysis, in this study, estimated the suitability of cable elements and appropriate input factors considering loading effect in modeling of geosynthetics. First, in laboratory model tests, geosynthetics were constructed on the clay, and covered with the thickness, 7.5cm of sand mat. And then static and dynamic model tests were performed measuring loading, settlement, ground lateral displacement, and displacements of geosynthetics, but, for cyclic loading, bearing capacity increased linearly with stiff slop because cyclic loading with constant cyclic pressure compacted the ground. Numerical analysis were performed with FLAC 4.0 2D using Mohr-Coulomb and Modified Cam-Clay models, and they compared with the results of model tests. Cable elements of FLAC in modeling geosynthetics couldn't consider the characteristics of geosynthetics that increase shear strength between geosynthetics and clay according to the loading increase. Therefore, in this study, appropriate equation that can consider loading effects in Cable elements was proposed by Case Study.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1520-1527
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• 2005

In order to investigate the effect of improvement with bamboo mats on dredged fills, several tests were performed with different widthes (0.0B, 0.5B, 1.0B, 2.0B). The results indicate that the failure modes of the models without bamboo mats are close to local shear failure, and change to general shear failure as the width of a bamboo mat increases. A series of tests with four different widths (0.0B, 0.5B, 1.0B, 2.0B) were carried out on the models which have no desiccated surface layers, to find out the width that the general shear failure might occur. Finally, a series of tests with this width were performed on the models with three different desiccated surface layers (3cm, 5cm, 10cm). Throughout the tests, strength and deformation according to the thickness of desiccated surface layer was investigated.