NiO catalysts/Al2O3/FeCrAl alloy foam for hydrogen production was prepared using atomic layer deposition (ALD)and subsequent dip-coating methods. FeCrAl alloy foam and Al2O3 inter-layer were used as catalyst supports. To improve thedispersion and stability of NiO catalysts, an Al2O3 inter-layer was introduced and their thickness was systematically controlledto 0, 20, 50 and 80nm using an ALD technique. The structural, chemical bonding and morphological properties (includingdispersion) of the NiO catalysts/Al2O3/FeCrAl alloy foam were characterized by X-ray diffraction, X-ray photoelectronspectroscopy, field-emission scanning electron microscopy and scanning electron microscopy-energy dispersive spectroscopy. Inparticular, to evaluate the stability of the NiO catalysts grown on Al2O3/FeCrAl alloy foam, chronoamperometry tests wereperformed and then the ingredient amounts of electrolytes were analyzed via inductively coupled plasma spectrometer. We foundthat the introduction of Al2O3 inter-layer improved the dispersion and stability of the NiO catalysts on the supports. Thus, whenan Al2O3 inter-layer with a 80nm thickness was grown between the FeCrAl alloy foam and the NiO catalysts, it indicatedimproved dispersion and stability of the NiO catalysts compared to the other samples. The performance improvement can beexplained by optimum thickness of Al2O3 inter-layer resulting from the role of a passivation layer.

In this study, a shape design and an analysis considering structural stability were investigated to develop an icosahedron-based hemispherical modular dome. To design this modular dome, a program that can perform icosahedron shape modeling, modularization of joint connection members, and the analysis of structural stability was developed. Furthermore, based on the adopted numerical model, the eigen buckling mode, unstable behavior characteristics according to load vector, and the critical buckling load of the modular dome under uniformly distributed load and concentrated load were analyzed, and the resistance capacities of the structure according to different load vectors were compared. The analysis results for the modular dome suggest that the developed program can perform joint modeling for shape design as well as modular member design, and adequately expressed the nonlinear behaviors of structured according to load conditions. The critical buckling load results also correctly reflected the characteristics of the load conditions. The uniformly distributed load was more advantageous to the structural stability than concentrated load.

목적: 원데이 토릭소프트콘택트렌즈의 디자인에 따른 축안정성과 렌즈 회전회복 정도, 그리고 자각적 만족도를 각각 조사하여 비교하고자 한다. 방법: 안질환 및 안과적 수술 경험이 없는 대학생 20명(37안)을 대상으로 A사 (Accelerated Stabilization design), B사 (Prism Ballast design), C사 (Peri-Prism Ballast design)의 서로 다른 디자인의 원데이 토릭소프트렌즈를 적응 전과 후의 축안정성과 렌즈회전회복 정도를 각 각 측정하였다. 축안정성은 제 1안위에서 측정하였고, 회전회복정도는 코쪽과 귀쪽으로 각각 30˚씩 회전 시킨 후 순목에 의해 회복되는 정도를 측정하였다. 적응 후 측정은 렌즈 착용 5일 후에 실시하였다. 자각적 만족도는 적응 전과 적응 후 설문조사(5점 척도)를 통해 조사하였으 며, 착용 시간대별로 자각적 만족도를 조사하였다. 결과: A사, B사, C사 모두 우안에서는 코쪽방향으로 좌안에서는 귀쪽방향으로 축회전을 보였 지만, 적응 전에 비해 적응 후 축안정성이 더 안정화 되었다. B사의 렌즈 디자인은 순목 후 빠 른 회전회복을 보였다. 착용 시간대별 자각적 만족도는 착용감, 건조감, 충혈도에서는 3사의 제품이 별차이가 없었지만, A사의 렌즈가 타사에 비해 선명도가 높은 것으로 조사되었다. 결론: 토릭소프트콘택트렌즈는 축안정성을 위해서 일정한 적응기간을 필요로하므로 토릭렌즈를 처방시 렌즈를 적응한 후 축안정성을 재확인할 필요가 있을 것으로 고려된다.

낙동강 상류에 설치된 수중보 2곳(St.1, St.2)과 본류에 설치된 낙단보(St.3) 및 상주보(St.4)의 저서성대형무척추동물 군집구조와 군집안정성을 분석하였다. 조사는 2014년 봄, 여름, 가을 총 3회 수질조사와 병행하여 실시하였다. 분류군별 출현현황은 소형 수중보(St.1, St.2)와 대형 보(St.3, St.4)에서 각각 총 11목 32종, 14목 52종, 13목 34종, 9목 18종이 출현하였다. 군집지수 분석결과, 평균 다양도지수(Hˊ)와 풍부도지수(Rˊ)는 St.2에서 각각 2.65와 2.54로 가장 높았으며, 평균 우점도지수(DI)는 St.4(0.84)에서 가장 높게 나타났다. 섭식기능군(FFG) 분석결과, P(Predator)와 GC(Gathering Collector)의 종수 점유율은 대형보에서 88.0%~90.0%, 수중보에서 64.3%~83.3%로 나타났다. 서식기능군(FHG) 분석결과, 비교적 유수역을 선호하는 종으로 구성된 CL(Clinger)의 점유율이 소형 수중보에서는 32.3%~48.4%로 대형보의 9.7%~25.8% 보다 더 높게 나타났다. 군집안정성 분석결과, 대형 보에서 I 그룹(저항력↑, 회복력↑)과 III 그룹(저항력↓, 회복력↓)에 속하는 종들이 수중보에 비해 각각 더 높은 점유율(75.0% > 70.0%, 16.7% > 14.0%)을 나타냈다. 이화학적 수질요인과의 상관관계를 분석한 결과, 종수 및 개체수는 물리적 환경요인인 pebble입자와 양의 상관성(p<0.05)을 나타냈다. 또한 전기전도도, COD가 종수, 그리고 DO가 개체수와 음의 상관성(p<0.05)을 나타냈다.

In this study, structural stability of large diameter high density polyethylene (HDPE) pipe during installation was numerically investigated in order to investigate the effect of concrete collar dimension, water depth and tension (pulling force). From the numerical simulation results, the total stress of HDPE pipe with designed concrete collar was within 2.5%, so the total weight of concrete collar for sinking of HDPE is important rather than concrete collar dimension. Furthermore, the tension area for possible installation is decreased as the air filling rate is increased. Therefore, it is important to calculate the reasonable tension range before actual installation for safe installation of HDPE pipe.

The worldwide abundance of various jellyfish appears to have increased in coastal ecosystems in recent years. The enormous jellyfish blooms cause a variety of problems for the local ecology, fisheries, and aquatic-sports in coastal locations. In this study, jellyfish sting protection net was installed to ensure the safety and reduction of the inflow into the Haeundae beach. In order to confirm the stability of the protection net, the tension for protection net was measured from variation of current speed. The periods for maximum tension were observed correspond to the periods of maximum current speed. The maximum tension for protection net was measured up to 4,100 kg. From field evaluations, the jellyfish sting protection net has demonstrated to stability from the current and tide in the Haeundae beach.

The purpose of this study is to analyze the structural stability of pavement due to water infiltration at the road with infiltration trench as using the FEM(finite element analysis). Five cases for FEM is divided considering the amount of rainfall and rain duration time. The results of FEM show that the more rainfall in a short period time is faster the change of moisture content. Also, it is the proportional relationship between and changing area of moisture content of more than 40% due to rainfall. Case 3 and 4 are necessary to check the installation of infiltration trench because of moisture content of more than 40%, recovery time of initial moisture content, and changing area of more than 40%. Case 1,2, and 5 have no a significant effect on road pavement structure due to lower moisture content and shorter duration time of higher moisture content.

탄성지반위에 놓인 S형상 점진기능재료 고차전단변형 판의 동적 불안정성에 대하여 연구하였다. 고차전단변형이론은 점진기능재료 판의 두께방향으로의 전단변형률과 전단응력의 곡선변화 효과를 고려할 수 있다. Mathieu-Hill 방정식의 형태로 유도된 지배방정식에서 Bolotin 방법을 이용하여 동적 불안정 영역을 결정하였다. 동적 불안정 영역의 경계는 동적 하중과 여기진동수와의 관계로 나타내었다. 고차전단변형이론과 탄성지반 효과가 S형상 점진기능재료 판의 동적 불안정성에 미치는 효과를 제시하였다. Winkler와 Pasternak탄성지반 매개변수의 관계를 수치해석 결과를 통하여 고찰하였다. 또한 정적 하중계수, 거듭제곱 지수 그리고 폭-두께비 등의 동적 불안정 영역에 대한 영향을 분석하였다. 본 연구의 결과를 검증하기 위해 참고문헌의 결과와 비교 분석하였다. 본 연구에서 제시한 이론적 발전과 수치결과들은 S형상 점진기능재료 구조물의 동적 불안정 해석을 위한 참고자료로 활용될 수 있을 것이다.

This study aimed to investigate the effect of the abdominal drawing-in maneuver (ADIM) and abdominal expansion maneuver (AEM) on trunk stabilization, as well as trunk muscle activities and differences in quadruple visual analogue scale, Korean Oswestry Disability Index, and Fear Avoidance Beliefs Questionnaire scores, in patients with chronic low back pain and lumbar spine instability. To increase intra-abdominal pressure during the trunk stabilization exercise, the technique of pushing the abdomen out using diaphragmatic abdominal breathing suggested by Pavel Koral was used, which we termed the AEM. Fifty patients who tested positive on more than three of the five lumbar spine instability tests were separated from 138 patients with chronic low back pain of these patients, 16 were placed in the control group (trunk stabilization exercise), 17 were placed in the ADIM group (trunk stabilization exercise with ADIM), and 17 were placed in the AEM group (trunk stabilization exercise with AEM). Each group participated in the study for 30 minutes three times weekly for 4 weeks. Surface electromyography was used to measure the trunk muscle activities during the kneeling forward and supine bridging positions, and one-way repeated analysis of variance was used to determine the statistical significance of the trunk muscle activities in the rectus abdominis, internal oblique (IO), erector spinae, and multifidus (MF) muscles. The ADIM and AEM groups showed relatively larger improvements in psychosocial and functional disability level than control group. There were significant changes among the three groups, those from the measured values of the AEM group was significantly higher than the other two groups in changes in IO and MF trunk muscle activities (p＜05). This finding demonstrates that trunk stabilization exercises with AEM is more effective than ADIM for increasing trunk deep muscle activity of chronic low back pain patients with lumbar spine instability.

The blending schemes of Saengshik powder with water were established to retain the dispersion stability of the Saengshik beverage in order to develop a ready-to-drink type product. The effect of the blending on the rheological properties and the dispersion stability of Saengshik beverage were determined. The Saengshik beverages, blended with low shear force for a short time, showed dilatant fluid characteristics, while those with high shear force for a long time had pseudoplastic fluid ones. The consistency of Saengshik beverage increased with the blending speed and time. Saengshik beverage blended at low shear showed rheopexy while becoming time independent by a highshear blending action. A logarithmic model fitted well to the changes in backscattering light flux with the rest time of Saengshik beverage. Based on sedimentation kinetics, the migration speed of clear front, and the thickness of sedimented layer, Saengshik beverage with maximum dispersion stability was obtained by a high shear blending at 15,120 rpm for 25 s.

This study aimed to investigate the changes in antioxidant activities, quality characteristics, and storage stability of mayonnaise prepared with perilla oil with the addition of mulberry powder ranging from 0 to 5%. The antioxidant activities of perilla oil mayonnaise (PM), as determined by DPPH and ABTS radical scavenging activity, as well as FRAP and total phenolics content were improved by the addition of mulberry powder compared with the control sample. Antioxidant activities were dependent on the amount of mulberry powder added. Lipid oxidation of PM decreased with a higher amount of mulberry powder, based on measurements of peroxide value. The emulsion stability of PM increased with decreases in the amount of mulberry powder level. The a-value in PM color increased with increasing amount of mulberry powder. Sensory evaluation showed that the highest score in overall acceptability of PM was achieved with 4% mulberry.

본 연구에서는 갯벌토 및 준설토를 기질로 이용한 Mesocosm 실험을 통하여 염생식물의 서식안정성을 평가하였다. Mesocosm 실험구는 기질 및 식생의 식재 여부에 따라 Mesocosm A(갯벌토+퉁퉁마디 식재), Mesocosm B(준설토), Mesocosm C(준설토+퉁퉁마디 식재)로 조성하였다. 그리고 Mesocosm 실험구 내 염생식물의 서식안정성을 평가하기 위해 수질(COD, T-N, T-P, 수온, 염분), 저질(COD, T-N, T-P), 식생성장률의 서식환경 인자에 대한 모니터링을 실시하여 서식안정성지수(HSI)를 산정하였다. Mesocosm C에서의 HSI는 0.87~0.95로서 Mesocosm A에 비하여 상대적으로 HSI가 높게 산정되어, 준설토를 이용한 해안염습지의 복원/조성에 이용될 수 있을 것으로 평가되었다.

해상 교량, 고층건물이나 라이저와 같은 세장 주상체의 설계 및 시공이 늘어남에 따라 높은 유속에 대한 동적 안정성 검토의 중요성이 부각되고 있다. 특히 교량구조물은 장대화와 함께 경량화가 진행되었고 지진, 바람 등과 같은 동적 하중에 대해서 진동하기 쉬운 구조물의 특징을 가진다. 구조물 주위를 흐르는 공기에 의해 추가적인 공기력들이 발생하게 되고 이로 인해 공기 흐름장과 물체의 운동 사이에 상호작용을 가져오게 되고 부가적으로 발생된 공기력이 음(-)의 감쇠력으로 유입 풍향에 직각방향인 진동에 작용하여 갤로핑(galloping)등과 같은 자발진동을 발생시킨다. 본 논문에서는 가상경계법을 이용하여 사각 단면, 팔각단면, 모서리가 둥근 사각단면 및 양쪽 모서리가 절단된 형태의 사각단면에 대하여 유동해석을 실시하고 Glauert-Den Hartog가 제시한 방법으로 단면에 대한 갤로핑 불안정성의 발생 가능성을 평가하였다.

Fruit peels are potential sources of proteases which can help to the proteins digestion and the encapsulation technique is widely used in food industry, which preserves active ingredients in food products by forming coating membrane. In the present study, the effect of addition of encapsulated fruit peels (kiwi, T1; pineapple, T2; pear, T3; fig, T4) on the quality stability of press ham was studied during refrigerated storage (1, 15 and 30 days). In the first experiment, the press ham was prepared with either encapsulated fruit peels or fruit peels powder (without encapsulation) and we observed that the press ham formulated with fruit peels powder showed a texture defect, but no change with encapsulated fruit peels probably due to the proteolytic activity of proteases were prevented by the encapsulation. In the second experiment, the press ham were made with 0.1% encapsulated fruit peels or normal press ham (control) and stored at different days as mentioned above. Our results revealed that T2 showed the highest moisture content, while the control had the highest fat content. The press hams made with all types of encapsulated fruit peels had significantly higher hardness value than the control throughout the storage. Additionally, higher taste, texture and acceptability scores were found in the press ham with encapsulated fruit peels than those in the control. Overall, it is suggested that the addition of encapsulated fruit peels into meat products may enhance the protein digestion and absorption during the digestive processes without the negative effect on texture and sensory traits.

본 연구에서는 메타분석을 통하여 heterofermentative과 homofermentative LAB가 사일리지의 품질과 호기적 안정성에 대한 효과를 분석하였다. 일련의 분석결과 접종균으로 사용된 젖산균의 종류에 따라서 사일리지의 품질이 다르게 나타남을 확인할 수 있었다. 특히 호기적 안정성에 있어서 heterofermentative LAB의 사용이 매우 중요함을 알 수 있었다. 본 연구결과는 사일리지의 제조 목적 및 사용방법에 따라서 접종균주를 다르게 선발하여야 하며, 사용방법에 따라서 사일리지 내 유기산 조성을 변화시킬 수 있는 발효조건이 필요함을 시사하고 있고, 또한 보다 정밀한 사일리지 발효기술에 대한 기초자료를 제공한다.

Construction of vinyl house structures is increasing because they do not have a large cross section as non-permanent structures. Vinyl house structures are apt to collapse by snow load because they have a small size member as a temporary building. Therefore, it is very important to ensure not only the stiffness of the individual member, but also the overall stability of three-dimensional arch-type vinyl house structures. The purpose of this study is to estimate the stability of arch-type vinyl house structures that have a various curvature under the vertical load such as snow load. As a result of the study, the buckling load of V27 model is the largest, and the values of buckling load have a tendency to increase with increasing H(height of arch) in the case of H≤2.75m, but to decrease with increasing H in the case of H≥2.75m

본 연구에서는 막걸리 양조 산업 현장에서 가장 많이 적용되고 있는 발효제인 입국과 개량누룩을 발효제로 사용하여 막걸리 술덧 발효를 실시하고, 아로니아 안토시아닌의안정성에 대하여 검토함으로써 아로니아의 안토시아닌 유래 색도 유지 및 기능성을 개선할 수 있는 아로니아 막걸리의 제조 조건을 제시하고자 하였다.본 연구에서 사용한 아로니아의 안토시아닌은 cyanidin-3-glucoside, cyanidin-3-galactoside, cyanidin-3-arabinoside,cyanidin-3-xyloside 으로 각각의 함량은 187.9, 3677.1,1277.5, 226.1mg/kg 이었다. 아로니아 첨가량에 따른 막걸리 술덧 발효특성을 조사한 결과 발효제의 종류에 상관없이 아로니아 20% 첨가 시험군의 알코올 발효가 억제되는것으로 나타났고, 아로니아 5% 첨가군의 적색도 a값이 상대적으로 12, 20% 첨가군에 비해 아로니아 고유 색도를나타내기 어려운 것으로 관찰되어 아로니아의 첨가량은12%로 결정하여 후속시험을 실시하였다. 입국을 발효제로 사용한 시험군 A의 경우, 발효일수가경과할수록 a값이 감소하는 경향을 보였지만, 전반적으로모든 개량누룩 시험군보다 높게 나타났다.아로니아 막걸리 술덧 중 시험군 A에서 총 안토시아닌함량이 가장 높았으며, 개량누룩을 발효제로 사용하고, 1단담금 시 젖산으로 pH를 보정한 시험군들의 경우, 시험군간 안토시아닌 조성 및 총 안토시아닌 함량에서 pH에 따른 큰 차이를 나타내지 않았다. 시험군 A에서 발효 2일차 cyanidin-3-O-galactoside함량은 68.17mg/L로 타 시험군대비 잔존 농도가 매우 높은 것으로 나타났고, cyanidin-3-O-arabinoside 함량은 발효 기간에 상관 없이 개량누룩 시험군 대비 3배 이상 잔존하는 것으로 확인되었으며, 미량이기는 하지만 개량누룩 시험군에서는 검출되지 않는cyanidin-3-O-xyloside가 검출되었다. 따라서, 안토시아닌 함유 기능성 막걸리 양조 시 발효제로는 개량누룩보다는 입국의 사용이 안토시아닌 안정성유지에 적합할 것으로 판단되었다.

Seismic intensity deduced from instrumental data has been evaluated using the empirical relationship between intensity and peak ground acceleration (PGA) during an earthquake. The Japan Meteorological Agency (JMA) developed a seismic intensity meter, which can estimate the real-time seismic intensity from seismic motions observed at a local site to evaluate the damage during the earthquake more correctly. This paper proposes a practical application of the JMA intensity to dams during the 2013 earthquake in Yeongcheon, Korea. In the present paper, seismic intensity was estimated from the relationships between accelerations observed at Yeongcheon Dam. Estimated seismic intensities were in the range of 0 to 3, which was verified from the displacements of dams and the variation of the ground water level observed at Yeongcheon dam during the earthquake. The JMA intensity, which is determined by considering the frequency, duration of cyclic loading, etc., was 0 (zero) and there was no damage to Yeoncheon dam during the earthquake.