• The Proceedings of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.8 no.5
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• pp.49-55
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• 1994

평판 디스플레이용 비정질 실리콘 박막 트랜지스터의 전기적인 특성과 수학적인 모델에 대하여 연구되었고 이론적인 모델은 실험을 통하여 그 타당성을 입증하였다. 게이트전압이 고정된 상태에서 드레인 전압 증가에 따른 드레인 포화전류는 증가되었고 디바이스의 포화는 드레인 전압이 증가될수록 더 증가되었으며 문턱전압은 감소되었다. 세 개의 변수로 구성된 디바이스의 전달특성과 출력특성에 대한 실험 결과값에 대한 모델식이 제시되었는데 이 모델은 디비이스의 기하학적인 구조를 간단화 하기위한 모델식이다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.1
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• pp.61-67
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• 2011

This study is concerned with the shape optimization of structural members frequently found in critical area in a structure system, that is, highly stressed zone. Isogeometry analysis is well known to be the very efficient way to integrate the geometric modeling(CAD) and computational analysis(CAE). This can be accomplished by directly using the geometric modeling by NURBS(Non-Uniform Rational Basis Spline). In this study, an efficient computer code adopting the isogeometry concept has been developed for the structural analysis, in which CAD information can be directly used in the finite element modeling. In order to show the validity of the present code, the present results are compared with those by using the commercial package, that is, MSC/NASTRAN. The present isogeometric analysis procedure has been integrated with the optimization procedure to deal with the optimization problem found in the context of structural mechanics. The present system has been successfully applied to the shape optimization of cantilever structure having bracket. From the present study, it can be seen the validity of the present approach and computer codes developed in this study. This paper ends with some discussions about the practical usefulness of the present approach which is based on isogeometry analysis, and extension of the present study.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.4 no.4
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• pp.147-154
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• 1984

A numerical procedure based on the finite element method for the analysis of reinforced concrete beam-columns under uniaxial bending is presented. Material nonlinearities such as the cracking and crushing of concrete and the yielding of reinforcing steel as well as the geometric nonlinearity which is an important factor affecting the behavior of beam-columns are considered in the analysis. This method traces the behavior of reinforced concrete beam-columns up to failure by solving incremental equilibrium equations, Numerical examples are presented to demonstrate the validity and usefulness of the present method.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.16 no.1
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• pp.87-94
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• 2003

A geometric non-linear finite element formulation of CRTS reflector subjected to displacement loads, corresponding to the successional assembly steps of the reflector, is presented in order to determine the initial static equilibrium state based on the displacement incremental method. Parametric analyses of the influence of cables and mechanical properties of the reflector on the shape error between reference and equilibrium surfaces have been studied. These results of the present study are compared with the others using Galerkin mothod and NASS 98 program to demonstrate the feasibility.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.39 no.1
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• pp.95-103
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• 2015

This paper presents the effects of the tool shape on the geometrical characteristics of flat end-milled side walls. A tool shape is characterized by such parameters as helix angle, number of cutting edges, and diameter. The geometrical characteristics of the side walls are represented by the surface profiles in the feed and axial directions, which are orthogonal to each other. The geometrical defects in each direction are estimated based on the instantaneous apparent cutting areas, which are represented by the interference area between the tool and workpiece and that between the cutting edge and workpiece. It is confirmed that a geometrical defect in the feed direction is formed when the tool leaves the workpiece and the curvature of the tool path changes. Defects in the axial direction are also found in the side walls, except for the defect zone in the feed direction. An up-cut using an end-mill with a steeper helix angle, a greater number of cutting edges, and a smaller diameter are thus found to improve the geometrical accuracy of end-milled side walls.

• 제어로봇시스템학회:학술대회논문집
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• 1987.10b
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• pp.36-40
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• 1987

현재 사용되고 있는 작업방식은 로봇과 positioner의 상대적인 위치 및 자세설정에 의하여 작업효율 및 성능향상을 꾀할 수 있음에도 불구하고 비효율적인 방법으로 사용하고 있는 실정이다. 이러한 문제점을 해결하기 위한 방법중의 하나로 로보트와 positioner시스템을 하나의 기구학적 모델로 제어하는 방법이 제시된 바 있다. 상기의 연구에서는 로보트와 positioner(이하 R-P 시스템)간의 협조 제어가 여유자유도제어 방법을 이용하여 가능한 것임을 보였다. 그러나 용접작업과 같은 positioner 위에서의 연속경로 작업에 있어서는 작업공간과 특이성(singularity) 등에 관련된 여러 가지 문제점을 안고 있다. 특이성은 외부의 물리적인 제약이나 로보트의 기하학적 구조의 문제로 발생될 수도 있는데 이때 자유도의 손실을 유발하므로 임의의 원하는 방향으로 움직일 수 없게 된다. 이러한 면에서 R-P 시스템의 조작 성능 평가가 중요한 의미를 갖는다. 본 연구에서는 실제 산업현장에서 이용되고 있는 5 자유도를 갖는 수직 다관절형 로보트와 positioner에 대하여 협조 제어 방법을 검토한다. 그리고 작업공간 내의 조작성능평가를 위하여 Jacobian 행렬을 이용한 조작성지수를 위하여 Jacobian 행렬을 이용한 조작성지수를 도입하고 주어진 작업단면에 대한 이들의 분포를 등고선 그래프로 시각화 한다. 또한 조작성지수를 최대화 하는 알고리즘을 R-P 시스템에 적용하고 시뮬레이션을 통하여 그 타당성을 검토한다

• Journal of the Computational Structural Engineering Institute of Korea
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• v.31 no.4
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• pp.183-190
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• 2018

This paper presents optimization of the main spar of Human-Powered Aircraft (HPA) wing. Mass minimization was attempted, while considering large torsional deformation of the beam. Sequential Quadratic Programming (SQP) method was adopted as a relevant tool to conduct structural optimization algorithm. An inner diameter and ply thicknesses of the main spar were selected as the design variables. The objective function includes factors such as mass minimization, constant tip bending displacement, and constant tip twist of the beam. For estimation of bending and torsional deformation, the geometrically exact beam model, which is appropriate for large deflection, was adopted. Properties of the cross sectional area which the geometrically exact beam model requires were obtained by Variational Asymptotic Beam Sectional Analysis (VABS), which is a cross sectional analysis program. As a result, maintaining tip bending displacement and tip twist within 1.45%, optimal design that accomplished 7.88% of the mass reduction was acquired. By the stress and strain recovery, structural integrity of the optimal design and validity of the present optimization procedure were authenticated.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.12 no.3
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• pp.89-98
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• 1998

Some analytic results for a solenoid eddy current coil to test nondestructive conducting materials are described in this paper. Normalized impedance of solenoid coil encircling cylindrical conducting tubes or tow-conductor rods is analyzed. Electrical and magnetic properties such as conductivity, permeability and exciting frequency as well as the geometric ones of fill factor or radius ratio of the conductor are also considered. Impedance characteristics of the models obtained by numerical analysis are examined. Validation of the model is carried out using several samples of non-ferromagnetic conducting tubes and 2-conductor rods.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.11 no.4
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• pp.231-237
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• 1999

A geometric non-linear finite element formulation of spatial ocean cable under currents is presented using multiple noded curved cable elements. Tangent stiffness and mass matrices for the isoparametric cable ele¬ment are derived and the initial equilibrium state of ocean cable subjected to self-weights, buoyancy, and current as well as support motions is determined using the load incremental method. Free vibration analysis of ocean cables is performed based on the initial equilibrium configuration. Numerical examples are presented and discussed in order to demonstrate the feasibility of the present finite element method and investigate dynamic characteristics of ocean cables.

• Journal of IKEEE
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• v.7 no.1 s.12
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• pp.107-118
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• 2003

In this paper, dynamic control model is formulated by considering the geometrical structure of the deaerator storage tank in nuclear power plant and input-output flow rate at steady state, and we describe fault detection and diagnosis (FDD) scheme based on the adaptive estimator. The performance and effectiveness of the proposed FDD scheme are evaluated by applying real operating data obtained from the YOUNGKWANG 3 & 4 FSAR.