• 한국전산응용수학회:학술대회논문집
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• 한국전산응용수학회 2003년도 KSCAM 학술발표회 프로그램 및 초록집
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• pp.17.1-17
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• 2003

We study averaging properties in Banach spaces, First, we seek an averaging property equivalent to the reflexivity in Banach spaces. Second, we investigate averaging properties in Banach space using the Brunet-Sucheston's spreading model.

• 대한기계학회논문집
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• 제17권11호
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• pp.2704-2710
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• 1993

A simple and straightforward method is introduced for developing continuum beam-rod model of a box-beam typed aircraft wing with composite layered skin based on "energy equivalence." The equivalent continuum structral properties are obtained from the direct comparison of the reduced stiffness and mass matrices for box-beam typed wing with those for continuum beam-rod model. The stiffness and mass matrices are all represented in terms of the continuum degrees-of freedom defined in this paper. The finite-element method. The advantage of the present continuum method is to give every continuum structural properties including all possible coupling terms which represent the couplings between different deformations. To evaluate the continuum method developed in this paper, free vibration analyses for both continuum beam-rod and box-beam are conducted. Numerical tests show that the present continuum method gives very reliable structural and dynamic properties compared to the results by the conventional finite-element analysis. analysis.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1997년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Fall 1997
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• pp.265-272
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• 1997

This paper presents the result of an international cooperative research on the post-correlation analysis of forced vibration tests and the prediction of earthquake responses of a large-scale seismic test structure. Through the post-correlation analysis, the properties of the soil layers are revised so that the best correlation in the responses may be obtained compared with the measured force vibration test data. Utilizing the revised soil properties as the initial linear values, the seismic responses are predicted for an earthquake using the equivalent linearlization technique based on the specified strain dependent characteristics of the shear moduli and damping ratios. It has been found that the predicted responses by the equivalent nonlinear procedure are in excellent agreement with the observed responses, which those using the initial properties are fairly off from the measured results.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 하계학술대회 논문집 Vol.6
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• pp.57-58
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• 2005

The properties such as capacitance and resonant frequency are important in embedded capacitors. Accurate equivalent model is required to find these properties of embedded capacitor. In this paper, we investigate to analyze the properties of high-K embedded capacitor which was fabricated by Low Temperature Co-fired Ceramic (LTCC). Modeling based on partial element equivalent circuit (PEEC) method is performed using HSPICE circuit simulation. This modeling methodology can provide the good inspection of embedded capacitor to device engineer.

• Steel and Composite Structures
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• 제44권5호
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• pp.685-690
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• 2022

In this paper, the equivalent material properties of cellular metamaterials with different types of perforations have been presented using finite element (FE) simulation of tensile test in Abaqus commercial software. To this end, a Representative Volume Element (RVE) has been considered for each type of cellular metamaterial with regular array of circular, square, oval and rectangular perforations. Furthermore, both straight and perpendicular patterns of oval and rectangular perforations have been studied. By applying Periodic Boundary conditions (PBC) on the RVE, the actual behavior of cellular material under uniaxial tension has been simulated. Finally, the effective Young's modulus, Poisson's ratio and mass density of various metamaterials have been presented as functions of relative density of the RVE

• 터널과지하공간
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• 제22권2호
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• pp.93-105
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• 2012

균열암반의 등가역학적 물성을 수치해석적으로 결정할 때 2차원 및 3차원 해석을 비교하였다. 수직균열모델과 암반균열망(DFN) 모델이 균열암반의 형상으로 이용되었으며 3차원 모델으로부터 다양한 방향으로 2차원 모델을 절단하여 역학적 물성을 비교하였다. 본 연구의 지질데이터는 영국 셀라필드 지역의 자료를 기본으로 사용하였다. 직교균열모델에서는 컴플라이언스텐서의 변환을 이용한 해석적 방법이 물성결정을 위해 이용되었으며 암반균열망모델에서는 수치실험이 실시되었다. 2차원 모델에서는 균열이 항상 모델평면과 직교한다고 가정하기 때문에 탄성계수는 항상 3차원보다 크게 계산이 되었다. 2차원 해석에서의 포아송비는 3차원 해석보다 큰 값을 나타내는 경향이 있었으나 반대의 경향도 관찰되었다. 본 논문은 3차원 형상을 단순화시켜 사용하는 2차원 해석의 한계를 정량적으로 고찰하였다는데 의의가 있다.

• 한국강구조학회 논문집
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• 제17권3호통권76호
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• pp.365-373
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• 2005

건축물이 고층이 될 수록 고강도 강재의 사용요구가 증대된다. 그러나 고강도 강재는 일반 강재와는 전혀 다른 기계적 특성을 갖고 있다. 고강도 강재를 건축구조물에 적용하기 위해서는 비탄성 영역에서의 거동이 일반 강재와 동등한가를 확인해야 한다. 본 연구에서는 최근 국내에서 개발된 SM570TMC 강재를 건축구조용으로 사용하기 위해서 기계적 성질 및 용접부 특성을 평가하였다. 연속항복현상을 보이는 SM570TMC 강재는 판두께가 증대되어도 강도저감이 발생되지 않았으며, 최소 항복강도가 440MPa로 나타났다. 또한 판두께 방향으로 균일한 경도분포를 보였다. -5oC에서의 Charpy 충격값도 충분한 인성을 보였다. 용접성과 관련있는 탄소당량은 기존 건축구조용 강재보다 훨씬 낮았으며, 용접부 특성도 우수하였다.

• Geomechanics and Engineering
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• 제23권5호
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• pp.419-429
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• 2020

To investigate the effect of spatial variability on hydraulic properties of unsaturated soils, a numerical model is set up which can simulate seepage process in an unsaturated heterogeneous soil. The unsaturated heterogeneous soil is composed of matrix sand embedded with a small proportion of clay for simulating the heterogeneity. Soil-water characteristic curve and unsaturated hydraulic conductivity curve of the unsaturated soil are expressed by Van Genuchten model. Hydraulic parameters of the matrix sand are considered as random fields. Different autocorrelation lengths (ACLs) of hydraulic parameter of the matrix sand and different proportions of clay are assumed to investigate the influence of spatial variability on the equivalent hydraulic properties of the heterogeneous soil. Four model sizes are used in the numerical experiments to investigate the influence of scale effects and to determine the sizes of representative volume element (RVE) in the numerical simulations. Through a number of Monte Carlo simulations of unsaturated seepage analysis, the means and the coefficients of variations (COVs) of the equivalent hydraulic parameters of the heterogeneous soil are calculated. Simulations show that the ACL and model size has little influence on the means of the equivalent hydraulic parameters, but they have a large influence on the COVs of the equivalent hydraulic parameters. The size of an RVE is mainly affected by the ACL and the proportion of heterogeneity. The influence of spatial variability on the hydraulic parameters of the heterogeneous unsaturated soil can be used as a guidance for geotechnical reliability analysis and design related to unsaturated soils.

• Composites Research
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• 제16권5호
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• pp.7-14
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• 2003

두꺼운 복합재료 구조물의 유한 요소 모델링은 상당히 복잡하다. 일반적인 2차원 유한요소로 모델링 하면 3차원 응력의 영향을 받는 두꺼운 복합재료 구조물의 정확한 해석이 곤란하다. 그러므로 3차원 모델링을 할 수밖에 없으나 이 또한 구조물의 모든 층이 다른 재료 물성치와 다른 적층방향으로 적층되는 경우에는 모델링이 어렵다. 이 논문에서는 등가 물성 모델링 기법을 제안하고, 두꺼운 복합재료 구조물 해석에 수치적 실험을 하였다. 재료와 적증 방향이 같은 층을 그룹화하여 두께 방향의 요소 수를 현저히 감소시켰지만 결과는 상세한 유한요소 모델로 계산한 결과와 충분히 근접했다. 해석과 모델링에는 MSC/NASTRAN과 PATRAN을 사용하였다. 제안된 모델링 기법은 한국항공우주연구원(KARI)에서 설계된 복합재료 로터 허브 시스템 해석에 적용되었다. 제안된 등가 모델링 기술을 이용하여, 쉬운 모델링과 계산시간을 감소시키면서 허브 시스템의 응력 해석과 각 부분의 안전 계수 점검을 수행하였다.

• International Journal of Fuzzy Logic and Intelligent Systems
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• 제5권2호
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• pp.175-178
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• 2005

In the present paper, we observe a relation between fuzzy norms and induced crisp norms on a linear space. We first prove that if $\rho_1,\;\rho_2$ are equivalent fuzzy norms on a linear space, then for every $\varepsilon\in(0.1)$, the induced crisp norms $P_\varepsilon^1,\;and\;P_\varepsilon^2$, respectively are equivalent. Since the converse does not hold, we prove it under some strict conditions. And consider the following theorem proved in [8]: Let $\rho$ be a lower semicontinuous fuzzy norm on a normed linear space X, and have the bounded support. Then $\rho$ is equivalent to the fuzzy norm $\chi_B$ where B is the closed unit ball of X. The lower semi-continuity of $\rho$ is an essential condition which guarantees the continuity of $P_\varepsilon$, where 0 < e < 1. As the last result, we prove that : if $\rho$ is a fuzzy norm on a finite dimensional vector space, then $\rho$ is equivalent to $\chi_B$ if and only if the support of $\rho$ is bounded.