• Electrical & Electronic Materials
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• v.6 no.2
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• pp.137-146
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• 1993

유한요소법을 이용하여 반도체 해석을 하는 경우 국부적인 overshoot, 진동 및 해의 발산등의 문제점등이 발생하기 쉽다. 이는 지배방정식의 특성에 좌우되는 경우가 많은데 특히 반도체 전류연속 방정식을 처리하는 데는 그 해석이 매우 불안정하다. 본 연구에서는 유한요소법을 반도체 해석에 적용하는 경우 해의 발산원인을 적용 방정식의 수치적 안정도 검사에 의하여 도출하였으며 이 요인이 요소상수 m의 값에 좌우됨을 밝혔다. 또한 요소상수가 후치조작에 의해서만 계산될 수 있는 단점을 보완하기 위하여 적응요소법을 도입하여 프로그램으로 구현함으로써 임의의 초기 요소망과 초기치에 대해서도 자동적으로 해의 수렴을 얻을 수 있는 적응해석 프로그램을 개발하였다. 본 프로그램의 효용성을 검증하기 위하여 GaAs MESFET 모델을 선정하여 계산하였고 산출 결과를 검토해 본 결과 임의의 초기치에 대해서도 강인한 수렴성을 얻을 수 있었으며 요소 분할이 필요한 부위에만 집중됨으로써 비교적 적은 수의 요소만으로도 해를 얻을 수 있음을 확인하였다.

• Proceedings of the Korean Information Science Society Conference
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• 2000.04a
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• pp.92-94
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• 2000

자바는 이동성, 호환성, 안정성을 위해서 자바 가상 기계를 이용한 수행 방법을 사용한다. 이는 수행 속도를 저하 시키는 한 요인이다. 그래서, 정적 컴파일 모델과 동적 컴파일 모델과 같은 자바 가상 세계의 성능을 높이기 위한 여러 연구들이 진행되었다. 정적 컴파일 모델은 자바의 특성을 해치며, 동적 컴파일 모델은 초기화 시간이 증가하는 문제점이 있다. 본 논문에서는 디스크 캐쉬 기법을 이용하여 동적 컴파일 모델에서 발생하는 초기화 시간을 줄이는 자바 가상 기계를 구현하였다. SPEC JVM98[1]을 이용하여 Kaffe[2] 와 비교했을 때, 초기화 시간이 2배에서 5배 정도 줄었음을 알 수 있었다.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 1996.03a
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• pp.35-42
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• 1996

지하 구조물의 안정성 확보와 경제적인 시공을 위하여 상세하고 합리적인 암반분류가 필요하다. 설계 초기에는 제한적인 정보와 암반의 불확실성에 따라 암반분류의 신뢰도가 떨어진다. 이러한 불확실한 지질 정보를 근사하게 추론할 수 있는 방법으로서 인공지능(Artificial intelligence) 특히 인공신경망 (Artificial neural network)이 있다. (중략)

• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.3
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• pp.1040-1046
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• 2010

The main disadvantage of rapid setting concrete is the occurrence of cracking because of fast hydration reaction due to high thermal expansion and shrinkage. However, if the fly ash is used in concrete, it is possible to prevent cracking since the hydration heat can be decreased. Although Very-Early Strength-Latex Modified Concrete(VES-LMC) is an excellent material, occurrence of cracking has been reported because of high hydration heat. In the present study, new method which can apply the fly ash to the VES-LMC was developed. Research for the new method to improve the safety for the cracking was conducted. Safety was confirmed by reducing the shrinkage and hydration heat in the condition of overcoming the low early-age strength. Detailed conclusions are follows. Early-age compressive strength was decreased a little with increase of UFFA content. However, 28-d compressive strength was statistically insignificant regardless of UFFA contents. If the UFFA is replaced 15% to 20% of unit cement weight in concrete, maximum shrinkage can be reduced up to 43% to 47%. Usage of UFFA in VES-LMC guarantees the safety for cracking since it is very effective to control of early-age shrinkage.

• Journal of the Korean Society of Food Science and Nutrition
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• v.13 no.2
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• pp.209-214
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• 1984

To compare the keeping quality of freeze and spray dried red ginseng extract powders(RGEPs) and commercial dehydrated tea products, particle sizes and initial moisture contents of these products were measured, and the relationships between crude fat contents and moisture contents and/or densities were studied. Particle sires of RGEPs and commercial dehydrated tea products were below 100 mesh, and particle sizes of freeze dried products were higher than those of spray dried products. Initial moisture contents of freeze and spray dried RGEPz were 3.587 and 4.56f, and those of frecze and spray dried coffees were 2.17% and 3.52%, respectively. Crude fat contents of tang and ssanghwa tea were 4.12% and 0.62%, and densities of tang and ssanghwa tea were 0.89 g/ml and 0.59 g/ml, respectively. Absorption rates o( tang and ssanghwa tea were the lowest among these products, it was considered because of crude fat contents of tang and ssanghwa tea were higher than these of the other products, and densities of tang and ssanghwa tea were higher than these of the other products. Notwithstanding absorption rates of RGEPs were lower than those of coffees, to maintain lower keeping quality of RGEPs than that of coffees, it was considered that HGEPs are not only lower to coffees in crude fat contents but also in densities. A sinificant relationships were found between keeping Quality and crude fat content and/or density.

• Journal of Korean Tunnelling and Underground Space Association
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• v.15 no.6
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• pp.585-597
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• 2013

In this study, in order to evaluate stability of the room-and-pillar underground structure, a series of preliminary numerical analyses were performed. Design concept and procedure of an underground structure for obtaining a space are proposed, which should be different from structural design for the room-and-pillar in mine. With assumed material properties, a series of numerical analyses were performed by varying size ratios of room and pillar and then the failure modes and location at yielding initiation were investigated. From the results, relationship between the ratio of pillar width to the roof span (w/s) and overburden pressure at failure initiation shows a relatively linear relation, and the effect of w/s on structural stability is much more critical than the ratio of pillar width and height (w/H) which is a crucial parameter in design of the room-and-pillar mining. It means that roof tensile failure and shear failure at shoulder and pillar are necessary to be considered together for confirming overall structural stability of the room-and-pillar structure, rather than considering the pillar stability only in mining. Failure modes and location at failure initiation were varied with respect to the ratio of room and pillar widths. Therefore, it is necessary to simultaneously consider stability of both roof span and pillar for design of underground structure by the room-and-pillar method.

• Journal of the Korea Society for Simulation
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• v.22 no.3
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• pp.1-6
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• 2013

The ecosystem is the complex system consisting of various biotic and abiotic factors and the factors interact with each other in the hierarchical predator-prey relationship. Since the competitive relation spatiotemporally occurs, the initial state of population density and species distribution are likely to play an important role in the stability of the ecosystem. In the present study, we constructed a lattice model to simulate the three-trophic ecosystem (predatorprey- plant) and using the model, explored how the ecosystem stability is affected by the initial density. The size of lattice space was $L{\times}L$, (L=100) with periodic boundary condition. The initial density of the plant was arbitrarily set as the value of 0.2. The simulation result showed that predator and prey coexist when the density of predator is less than or equal to 0.4 and the density of prey is less than or equal to 0.5. On the other hand, when the predator density is more than or equal to 0.5 and the density of prey is more than or equal to 0.6, both of predator and prey were extinct. In addition, we found that the strong nonlinearity in the interaction between species was observed in the border area between the coexistence and extinction in the species density space.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.3
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• pp.8-15
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• 2018

An experiment was carried out to evaluate the lateral torsional stability of a girder with respect to the location and magnitude of prestressing force. The test of evaluating the lateral displacement and stability of a girder could cause an unexpected result due to various parameters, such as material nonlinearity, initial geometric imperfections, prestressing force, and loading and support conditions. Therefore, a small model testing was programmed to control the various parameters and assess the lateral torsional stability with respect to the prestressing force. This study proposed and fabricated an experimental apparatus that can satisfy the loading and in-plane and out-of-plane support conditions and also contol the prestressing force. The result of the experiment showed that the lateral torsional stability increased when the prestressing force was applied in the bottom flange of the girder. As a result, this study proposed an analytical equation that can account for the effect of the prestressing force in the lateral torsional stability of a girder.

• Journal of the Korean Geophysical Society
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• v.7 no.4
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• pp.313-324
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• 2004

The finite element method and statistics of the convergence measurement are useful method of the stability analysis of the tunnel adjacent to the pier. It is the purpose of the this case study to certificate of validity of the application of those methods. The safety of the pilot tunnel method and LW pre-grouting has been evaluated from the FEM analysis. The three-dimensional finite element method is carried out for the decision of the level of stress redistribution at the two-dimensional numerical analysis. An analysis of the convergence is carried out by the estimation of preceding convergence at tunnel excavation. F-examination is applied for this estimation. As results of that analysis, The F-value is from 10.81 to 158.74 and the coefficient of determination is from 0.82 to 0.99. An analysis of convergence is carried out by using regression analysis. Consequently, it is shown that the convergence can be modeled as following function C(t) = a[1-exp(-bt)].

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2001.03a
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• pp.118-131
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• 2001

우리 나라의 양수발전소는 지금까지 단일공동을 굴착하였다. 그러나 양양 양수발전소는 두 개의 대공동 즉, 발전소와 주 변전소로 구성된다. 이 경우 공동 구조물의 안정성, 특히 두 공동사이에 형성되는 암주를 영구적으로 안전하게 유지 할 수 있도록 보장되어야 한다. 본 연구에서는 개별요소법을 이용하여 두 공동과 암주의 구조적 안정성을 평가하였으며, 구성모델로 Barton-Bandis의 절리모델을 이용하였다. 현지 암반의 초기응력, 자연절리면의 거칠기계수 불연속면의 공간적 분포 특성과 같은 중요한 요인들은 현지 조사를 통하여 구하였다. 이외에 두 가지 경우 즉, 무보강과 보강의 경우 지보시스템의 최적화를 분석하였으며, 또한 보강효과를 검토하였다. 연구결과 보강의 경우 수평변위와 절리의 전단변위가 감소되었으며 암주내 이완영역 역시 감소됨을 확인하였다. 두 공동사이에 있는 약 36m 두께의 암주에 적절한 보강조치를 취하여 안정성을 확보할 수 있었다.