• 한국포장학회지
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• 제12권2호
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• pp.103-108
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• 2006

In order to determine safety factor of corrugated fiberboard boxes for agricultural products, relationship with effect of relative humidity and structure of box types must be defined. The results obtained from the study were summarized as follows; 1. Results show a detrimental effect on bursting strength of corrugated boards with increasing relative humidity of environment. 2. Compression strength of corrugated boards were decreased rapidly after the relative humidity was over 70 percent. 3. Compression strength of corrugated board boxes were greatly depending on the box types. Folder type showed the best performance at higher humidity environment while bliss type was the worst. 4. Further studies are needed in order to expect box compression strength in real distribution environment.

• 한국전산유체공학회지
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• 제17권3호
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• pp.59-67
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• 2012

Large Eddy Simulation(LES) of turbulent mass transfer in fully developed turbulent pipe flow has been performed to study the effect of Reynolds number on the concentration fields at $Re_{\tau}=180$, 395, 590 based on friction velocity and pipe radius. Dynamic subgrid-scale models for the turbulent subgrid-scale stresses and mass fluxes were employed to close the governing equations. Fully developed turbulent pipe flows with constant mass flux imposed at the wall are studied for Sc=0.71. The mean concentration profiles and turbulent intensities obtained from the present LES are in good agreement with the previous numerical and experimental results currently available. The effects of Reynolds number on the turbulent mass transfer are identified in the higher-order statistics(Skewness and Flatness factor) and instantaneous concentration fields. The budgets of turbulent mass fluxes and concentration variance were computed and analyzed to elucidate the effect of Reynolds number on turbulent mass transfer. Furthermore, to understand the correlation between near-wall turbulence structure and concentration fluctuation, we present an octant analysis in the vicinity of the pipe wall.

• 한국정밀공학회지
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• 제22권11호
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• pp.165-172
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• 2005

In MEMS (Micro-Electro-Mechanical System), packaging induced stress or stress induced structure deformation becomes increasing concerns since it directly affects the performance of the device. In the decoupled vibratory MEMS gyroscope, the main factor that determines the yield rate is the frequency difference between the sensing and driving modes. The gyroscope, packaged using the anodic bonding at the wafer level and EMC (epoxy molding compound) molding, has a deformation of MEMS structure caused by thermal expansion mismatch. This effect results in large distribution in the frequency difference, and thereby a lower yield rate. To improve the yield rate we propose a packaged SiOG (Silicon On Glass) process technology. It uses a silicon wafer and two glass wafers to minimize the wafer warpage. Thus the warpage of the wafer is greatly reduced and the frequency difference is more uniformly distributed. In addition. in order to increase robustness of the structure against deformation caused by EMC molding, a 'crab-leg' type spring is replaced with a semi-folded spring. The results show that the frequency shift is greatly reduced after applying the semi-folded spring. Therefore we can achieve a more robust vibratory MEMS gyroscope with a higher yield rate.

• 한국운동역학회지
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• 제12권2호
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• pp.381-392
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• 2002

본 연구는 볼링의 운동학적 변인들을 규명하고 변인들간의 관계를 분석하여 볼링의 운동학적 변인들에 대한 주요인 구조를 파악할 뿐 아니라 나아가 본 연구를 통하여 볼링 지도자와 볼러들에게 경기력 향상에 관한 유익한 자료를 제공하고자 한다. 볼링의 운동학적 변인을 분석하고 변인들간의 관계 및 중요 요인을 분석함으로써 볼러들과 지도자들에게 유익한 자료를 제공하기 위해 시도되었으며 프로 1명, 국가대표 2명, 일반 볼러 6명으로 선정하였으며 분석시 방향의 일치성을 위해 모두 오른손잡이로 선정하였다. 스트라이크 포켓 존(1-3번핀 사이)에 볼이 진입된 시기만을 선택하였으며 선택된 시기 가운데 스트라이크가 발생된 3회의 시기와 스트라이크가 발생되지 않는 3회의 시기로 총 54회의 시기 가운데 2회의 시기를 제외하고 52회의 시기를 선택하여 분석하였다. 볼링의 운동학적 변인들의 집단간 차이를 보기위한 t-test결과 x1(오른쪽 어깨 위치), x2(볼중심 위치), x8(볼의 회전수), x9(손끝 위치), x10(손등위치), x11(손끝 속도), x12(손등 속도), x13(손등 각도)는 집단간 유의한 차이가 나타났지만, x3(오른쪽 어깨 속도), x5(오른쪽 손목 각도), x6(오른쪽 어깨 각도), x7(소요시간)은 집단간 유의한 차이가 나타나지 않았다. x8(볼의 회전수)의 경우 우수집단이 $12.25{\pm}0.90$, 비우수집단이 $8.39{\pm}1.88$로 집단간 평균차는 3.86이며 p<.001수준에서 t = 7.48로 유의한 차이가 나타났다. 요인점수는 관측대상이 각 변수에 대해 회답한 결과를 요인별 가중치를 이용하여 요인 공간상의 점수로 변환시켜 연구자가 각 관측대상의 요인 공간상의 위치를 파악할 수 있게 해준다.

• Steel and Composite Structures
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• 제12권5호
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• pp.445-464
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• 2012

In order to evaluate the dynamic behavior of passive energy dissipation system, two steps need to be considered for prediction of structural response in the presence of ductile element in an off-centre bracing system. The first is a detailed analysis of the proposed ductile element and the second is the effect of this ductile element on an off-centre bracing system. The use of ductile bracing system is expanding in steel structures in order to increase the force reduction factor. Therefore, regarding the nonlinear behavior of steel material used in an off-centre bracing systems and using ductile element in OBS bracing systems, the seismic evaluation of the mentioned systems seems to be necessary. This paper aims to study linear and nonlinear behavior of steel frames with off-centre bracing system and ductile element, in order to get the best position of these bracing elements. To achieve this purpose, the modeling has been done with ANSYS software. The optimum eccentricity has been obtained by modeling three steel frames with different eccentricities and evaluating the results of them. The analytical results showed that the model OBS-C with 0.3 eccentricities has higher performance among the models.

• 한국조경학회지
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• 제43권5호
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• pp.55-64
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• 2015

본 연구는 쾌적성을 증진시킬 수 있고, 인간의 건강에 긍정적인 영향을 미칠 수 있는 음이온을 평가인자로 설정하고, 학교별 녹지특성 및 배치, 기상요소를 구분하여 음이온 발생에 효과적인 학교숲 조성모델을 제시하고, 더 나아가 도시녹지 조성에 대한 기초자료로 제공하고자 하였다. 연구결과, 음이온의 경우 식재구조에 따라 차이가 있으며, 단층구조($934ea/cm^3$) > 다층구조($794ea/cm^3$) > 잔디($553ea/cm^3$) > 나지($529ea/cm^3$)의 순으로 분석되었다. 또한 기상요소와의 상관성의 경우, 기온과 부의 상관관계인 것으로 분석되었다. 분산분석 및 사후분석 결과, 식재구조의 차이에 따른 음이온발생량은 통계적으로 차이가 있는 것으로 분석되었다. 녹지구조에 따른 음이온농도의 차이는 다층구조보다 단층구조에서 더 높은 것으로 분석되었다. 이는 다층구조에서 단층구조보다 기온이 더 높게 측정되었는데, 선행연구 고찰결과, 음이온 발생원에서 일정거리 이내에서는 기온이 높을수록 음이온 농도가 낮아지기 때문인 것으로 사료되었다. 또한 풍속이 다층구조 식재구조보다 단층구조 식재구조에서 더 높게 측정되었는데, 음이온의 확산에 있어 단층구조 식재구조가 다층구조 식재구조에 비하여 수목에 의한 바람의 차폐가 상대적으로 덜 이루어져 음이온의 발생과 확산이 더 유리할 것으로 사료되었다.

• 전기학회논문지
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• 제66권12호
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• pp.1844-1851
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• 2017

As the capacity of the wireless power transmission increases, a higher supply current which may induce current in nearby conductive parts requires. Induced current may affect electric shock to the human body and malfunction of the electrical equipment. In order to prevent such induced phenomena as a risk factor, shielding is required between the source of the wireless power transmission and the conductive parts. The resonance frequency for the large capacity wireless power transmission has the wavelength of several hundred meters, so most environments are included in the near-field area. By wave impedance, the electric field has higher density in the near-field area and needs to be analyze for protecting. For this purpose, it is necessary to select a substance having a larger electric conductivity and optimized shielding structure. In this paper, an aluminum base shielding structure was presented to conduct experiments on thickness, position, and heat dissipation. In the 35 kW, 60 kHz environments, the optimized 5T Al base shielding structure attenuates the induced current to 43 %.

• 아동학회지
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• 제21권2호
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• pp.99-118
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• 2000

This study investigated the self-concepts of Korean students based on Marsh and Shavelson's(1985) multidimensional hierarchical model. Reduced forms of the Self-Description Questionnaire(SDQ)-I and -II were administered to 308 5th and 6th grade students and 718 7th to 9th grade students. Results of 2 factor analyses indicated that sub-scales 9 and 11 were well established for SDQ-I and -II, respectively, partly confirming the multidimensionality of self-concept. The factors involving distinctions between academic and non-academic higher-order factors and between the academic/math and the academic/verbal factors were not so differentiated nor hierarchically arranged as proposed by the model. These differences may be attributed to the heavy influence of the academic self-concept on the other sub-factors. A Locality ${\times}$ Sex ${\times}$ Grade ANOVA showed main effects of locality favoring urban areas and of sex favoring boys.

• 소성∙가공
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• 제19권2호
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• pp.88-94
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• 2010

The next generation of diesel engine can operate at high injection pressure up to 1,800bar. The common rail pipe must have higher internal strength because it is directly influenced by the high-pressure fuel. Folding defects in the Common rail pipe can not ensure the structural safety. Therefore, Preform design and fatigue-life analysis are very important for preventing the head of the common rail pipe from folding in the heading process and for predicting fatigue life according to the amount of folding. In this study, a closed form equation to predict fatigue life was suggested by Goodman theory and pressure vessels theory in ASME Code in order to develop an optimization technique of the heading process and verified its reliability through fatigue-structural coupled field analysis. The results calculated by the theory were in good agreement with those obtained by the finite element analysis.

• Structural Engineering and Mechanics
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• 제63권1호
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• pp.77-88
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• 2017

Correction Factor Method (CFM) is one of the earliest methods for simulating the actual behavior of structure according to construction sequences and practical implementation steps of the construction process which corrects the results of the conventional analysis just by the application of correction factors. The most important advantages of CFM are the simplicity and time-efficiency of the computations in estimating the final modified forces of the beams. However, considerable inaccuracy in evaluating the internal forces of the other structural members obtained by the moment equilibrium equation in the connection joints is the biggest disadvantage of the method. This paper proposes a novel method to eliminate the aforementioned defect of CFM by using the column shortening correction factors of the CFM to modify the axial stiffness of columns. In this method, the effects of construction sequences are considered by performing a single step analysis which is more time-efficient when compared to the staged analysis especially in tall buildings with higher number of elements. In order to validate the proposed method, three structures with different properties are chosen and their behaviors are investigated by application of all four methods of: conventional one-step analysis, sequential construction analysis (SCA), CFM, and currently proposed method.