• 한국빅데이터학회지
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• 제7권1호
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• pp.187-192
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• 2022

많은 대학교에서 다양한 교과 및 비교과 활동을 통해 학생들의 취업 역량을 향상하기 위해 노력하고 있지만, 취업을 준비하는 학생마다 목표와 하고자 하는 활동이 다르다. 따라서 기존에 획일적이고 종합적으로 제공하고 있는 프로그램이 실제로 학생들에게 적합한지 여부를 판단하기 어려우므로 개인화 추천 시스템의 도입이 필요하다. 본 연구에서는 충북대학교의 모든 학생에게 일괄적으로 제안되고 있는 비교과 프로그램을 학년 및 학과별로 분류하여 제시하는 방법을 제안하였다. 또한, 비교과 프로그램에 참여한 학생의 평점 데이터를 사용하여 협업 필터링 모델 3가지를 구현하고, 성능을 비교해 가장 정확도가 높은 모델로 개인화된 맞춤형 추천을 제안한다.

• 물과 미래
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• 제28권5호
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• pp.175-189
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• 1995

어떤 조건이 주어져 있을 때 펌프의 일률, 관내유출률, 관경 등이 보통 관로설계에서 요구되는 사항들이다. 여러 연구자들의 연구 덕택으로 이제 수리조건이 주어지면 관마찰계수는 양해법으로 바로 산정할 수 있게 되었다. 그러나 많은 관로설계에 있어 관내 조면이 귤일하게 분포되어 있다 하더라도 기존방법을 사용하여서는 수리조건을 미리 결정할 수 없다. 이러한 경우 정확한 해를 구하기 위하여는 흔히 여러번 반복시산하여야 되는 어려움이 따른다. 본고는 균일조도관인 경우이러한 반복과정을 거치지 않고 유출률과 관경 등을 바로 결정하는 방법을 제시하였다. 전개과정중 새로운 무차원수, 동력관경수, 동력유출수와 유출경사수등을 도출하였음을 밝히며, 이로부터 양해법 산정식을 개발할 수 있었다.

• Structural Engineering and Mechanics
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• 제74권6호
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• pp.809-819
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• 2020

For the first time, the influence of in-plane magnetic field on wave propagation of Graphene Nano-Platelets (GNPs) polymer composite nanoplates is investigated here. The impact of three- parameter Kerr foundation is also considered. There are two different reinforcement distribution patterns (i.e. uniformly and non-uniformly) while the material properties of the nanoplate are estimated through the Halpin-Tsai model and a rule of mixture. To consider the size-dependent behavior of the structure, Eringen Nonlocal Differential Model (ENDM) is utilized. The equations of wave motion derived based on a higher-order shear deformation refined theory through Hamilton's principle and an analytical technique depending on Taylor series utilized to find the wave frequency as well as phase velocity of the GNPs reinforced nanoplates. A parametric investigation is performed to determine the influence of essential phenomena, such as the nonlocality, GNPs conditions, Kerr foundation parameters, and wave number on the both longitudinal and flexural wave characteristics of GNPs reinforced nanoplates.

• Coupled systems mechanics
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• 제5권1호
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• pp.41-58
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• 2016

The study deals with physical modeling of a typical building frame resting on pile raft foundation and embedded in cohesive soil mass using finite element based software ETABS. Both- the elements of superstructure and substructure (i.e., foundation) including soil is assumed to remain in elastic state at all the time. The raft is modelled as a thin plate and the pile and soils are treated as interactive springs. Both- the resistance of the piles as well as that of raft base - are incorporated into the model. Interactions between raft-soil-pile are computed. The proposed method makes it possible to solve the problems of uniformly and large non-uniformly arranged piled rafts in a time saving way using finite element based software ETABS. The effect of the various parameters of the pile raft foundation such as thickness of raft and pile diameter is evaluated on the response of superstructure. The response included the displacement at the top of the frame and bending moment in columns. The soil-structure interaction effect is found to increase displacement and increase the absolute maximum positive and negative moments. The effect of the soil- structure interaction is observed to be significant for the type of foundation and soil considered in the present study.

• Earthquakes and Structures
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• 제18권4호
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• pp.437-449
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• 2020

It is quite apparent that engineering concerns related to the influence of masonry infills on seismic behavior of reinforced concrete (RC) structures is likely to remain relevant in the long term, as infill walls maintain their functionalities in construction practice. Within this framework, the present paper mainly deals with the issue in terms of modal expansion of effective earthquake forces and the resultant modal responses. An adequate determination of spatial distribution of effective earthquake forces over the height of the building is highly essential for both seismic analysis and design. The possible influence of infill walls is investigated by means of modal analyses of two-, three-, and four-bay RC frames with a number of stories ranging from 3 to 8. Both uniformly and non-uniformly infilled frames are considered in numerical analyses, where infill walls are simulated by adopting the model of equivalent compression strut. Consequently, spatial distribution of effective earthquake forces, modal static base shear force response of frames, modal responses of story shears from external excitation vector and lateral floor displacements are obtained. It is found that, infill walls and their arrangement over the height of the frame structure affect the spatial distribution of modal inertia forces, as well as the considered response quantities. Moreover, the amount of influence varies in stories, but is not very dependent to bay number of frames.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1993년도 하계학술대회 논문집 B
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• pp.1247-1249
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• 1993

In this paper, NUDFET(NonUniformly Doped Field Effect Transistor) is presented as an alternative which offers the possibility of reducing the power necessary to operate switching circuits without a substantial loss in speed. The purpose of this NUDFET is to modify the electric field profile in order to cause carrier velocity saturation to occur at a lower voltage than it would occur in the uniformly doped device of the same channel length. The more MESFET and NUDFET circuits are realized, the more accurate model ins the performance of these devices become required. Analytic model ins was replaced by numerical analysis because of the complexity of device configuration. In this paper, FEM is selected because of simpler local mesh refinement and smaller computer memory than FDM. For accurate analysis, this paper has applied the Scharfetter-Gummel(S-G) Scheme and seven-point Gaussian Quadrature rule to assembly of the finite-element stiffness matrices and right-hand side vector of the semiconductor equations.

• Structural Engineering and Mechanics
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• 제82권3호
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• pp.401-416
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• 2022

The aim of this study is to examine the frictionless double receding contact problem for two functionally graded (FG) layers pressed with a uniformly distributed load and resting on a homogeneous half plane (HP) using analytical and numerical methods. The FG layers are made of a non-homogeneous material with an isotropic stress-strain law with exponentially varying properties. It is assumed that the contact at the FG layers and FG layer-HP interface is frictionless. The body force of the FG layers and homogeneous HP are ignored in the study. Firstly, an analytical solution for the contact problem has been realized using the theory of elasticity and the Fourier integral transform techniques. Then, the problem modeled and two-dimensional analysis was carried out by using the ANSYS package program based on FEM. Numerical results for contact lengths and contact pressures between FG layers and FG layer-HP were provided for various dimensionless quantities including material inhomogeneity, distributed load width, the shear module ratio, and the heights of the FG layers for both methods. The results obtained using FEM were compared with the results found using the analytical formulation. It was found that the results obtained from analytical formulation were in perfect agreement with the FEM study.

• 한국인터넷방송통신학회논문지
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• 제9권3호
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• pp.55-60
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• 2009

본 논문은 철강 제품의 제조 공정 중에 철강 표면에 불규칙하고 불균일하게 형성되는 스케일의 특성 분석에 관한 것이다. 고온에서 제작되는 철강 제품은 공기 중의 산소와 접촉하여 단 시간에 철산화물을 형성하게 된다. 이러한 철산화물을 스케일이라고 한다. 스케일은 철강 제품의 산화막 역할을 하여 제품 표면을 보호하는 역할도 하지만 불균일하게 현성된 스케일은 오히려 철강 제품의 외관을 해치게 되며 추가 공정 시에 적잖은 문제 거리가 된다. 산세공정을 통해 산(acid)으로 스케일을 제거하는 공정이 있지만 이 공정 또한 스케일의 특성 파악이 전제가 된지 않은 상태로 시행되고 있는 실정이다. 따라서 본 논문에서는 보다 효과적이고 효율적인 공정을 위하여 스케일의 특성 파악에 대한 내용을 소개하며, 이에 전파가 이용된다. 전파를 이용하여 스케일의 분포, 접합 특성, 철강 코일의 스케일 분포 등을 연구할 수 있는 실험 장비를 소개한다. 또한 이론적 분석과 간단다한 시뮬레이션으로 통하여 이의 타당성을 입증한다.

• 정보과학회 논문지
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• 제42권1호
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• pp.114-121
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• 2015

대규모 무선 센서 네트워크는 넓은 지역에 불균일하게 많은 수의 센서노드들이 분포하므로 높은 조밀한 밀집도로 인해 센서노드들이 수집한 데이터들이 서로 유사하거나 중복될 수 있다. 다수의 센서노드에서 싱크노드로 수렴하는 트래픽 특성으로 인해 센서노드들이 수집한 데이터를 싱크노드로 전송할 때 싱크노드 주변의 센서노드들은 싱크노드로부터 멀리 떨어져 있는 센서노드들에 비해 트래픽 양이 많아 혼잡이 발생하여 병목문제가 발생하고, 에너지 소모량도 증가하여 에너지 홀 문제가 발생한다. 본 논문에서는 대규모 무선 센서 네트워크에서 불균일하게 분포되어 있는 센서노드들의 혼잡을 제어하기 위한 트래픽을 고려한 혼잡제어기법를 제안하였다.

• East Asian mathematical journal
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• 제25권2호
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• pp.179-196
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• 2009

Let E be a uniformly convex Banach space and K a nonempty closed convex subset which is also a nonexpansive retract of E. For i = 1, 2, 3, let $T_i:K{\rightarrow}E$ be an asymptotically nonexpansive mappings with sequence ${\{k_n^{(i)}\}\subset[1,{\infty})$ such that $\sum_{n-1}^{\infty}(k_n^{(i)}-1)$ < ${\infty},\;k_{n}^{(i)}{\rightarrow}1$, as $n{\rightarrow}\infty$ and F(T)=$\bigcap_{i=3}^3F(T_i){\neq}{\phi}$ (the set of all common xed points of $T_i$, i = 1, 2, 3). Let {$a_n$},{$b_n$} and {$c_n$} are three real sequences in [0, 1] such that $\in{\leq}\;a_n,\;b_n,\;c_n\;{\leq}\;1-\in$ for $n{\in}N$ and some ${\in}{\geq}0$. Starting with arbitrary $x_1{\in}K$, define sequence {$x_n$} by setting {$$x_{n+1}=P((1-a_n)x_n+a_nT_1(PT_1)^{n-1}y_n)$$ $$y_n=P((1-b_n)x_n+a_nT_2(PT_2)^{n-1}z_n)$$ $$z_n=P((1-c_n)x_n+c_nT_3(PT_3)^{n-1}x_n)$$. Assume that one of the following conditions holds: (1) E satises the Opial property, (2) E has Frechet dierentiable norm, (3) $E^*$ has Kedec -Klee property, where $E^*$ is dual of E. Then sequence {$x_n$} converges weakly to some p${\in}$F(T).