• 한국정밀공학회지
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• 제24권8호통권197호
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• pp.97-107
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• 2007

The present CNC machining system if without any CAM software has been limited to 2D or 2.5D plane cut using lines, arcs and curves. If the CNC is equipped with a surface interpolation module and a surface reorganizing module inside it, we can easily try 3D surface machining without aid of CAM software. The existing NURBS surface interpolator is simple and direct to use for a unit surface. However, it enables only machining of each reference surface individually even when machining a simple composite surface. In this paper, we propose a method which can unify and reorganize various reference surfaces with a newly defined NURBS surface cycle command: a multi-repetitive cycle command such as in a CNC turning center. We also introduce a reorganizing rule for reference surfaces using NURBS properties. The usefulness of the proposed method is verified through computer simulation.

• 전자공학회논문지B
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• 제33B권7호
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• pp.99-106
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• 1996

Estimation and removal procedures for baseline drift have been developed using linear, cubic spline, and bilineared transformed high pass filter. Linear and cubic spline interpolation with the PQ and TP segmens, which are considered to be isoelectric, as fiducial points ahve been estimated respectively. For a quantitative validation of the estimation procedure, 4 ECGs with arfificial baseline drift were constructed and analyzed by mean square error calculations and amplitude histograms. Also real ECGs were analyzed in a test set of the CSE data set 3 and set 4. Baseline drift detecton rule were designed and new method for the decision of fiducial point were constructed to avoid distorting as the case of premature ventricular or atrial contraction. From these comparison, proposed cubic spline method with PQ and TP segment (CS_PQ & TP) emerged as the most efficient method.

• 대한기계학회논문집A
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• 제26권5호
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• pp.939-951
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• 2002

We propose a new multiscale Galerkin method based on interpolation wavelets for two-dimensional Poisson's and plane elasticity problems. The major contributions of the present work are: 1) full multiresolution numerical analysis is carried out, 2) general boundaries are handled by a fictitious domain method without using a penalty term or the Lagrange multiplier, 3) no special integration rule is necessary unlike in the (bi-)orthogonal wavelet-based methods, and 4) an efficient adaptive scheme is easy to incorporate. Several benchmark-type problems are considered to show the effectiveness and the potentials of the present approach. is 1-2m/s and impact deformation of the electrode depends on the strain rate at that velocity, the dynamic behavior of the sinter-forged Cu-Cr is a key to investigate the impact characteristics of the electrodes. The dynamic response of the material at the high strain rate is obtained from the split Hopkinson pressure bar test using disc-type specimens. Experimental results from both quasi-static and dynamic compressive tests are Interpolated to construct the Johnson-Cook model as the constitutive relation that should be applied to simulation of the dynamic behavior of the electrodes. The impact characteristics of a vacuum interrupter are investigated with computer simulations by changing the value of five parameters such as the initial velocity of a movable electrode, the added mass of a movable electrode, the wipe spring constant, initial offset of a wipe spring and the virtual fixed spring constant.

• 한국전산구조공학회논문집
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• 제14권4호
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• pp.537-549
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• 2001

본 논문은 강 뼈대 구조물의 보-기둥 접합부의 사실적인 상태를 묘사하기 위하여 부분구속 접합부(Partially Restrained (PR) connections)를 고려한 지진하중 상태하의 신뢰성 해석과 접합부 및 그들에 내재된 불확실성이 구조물의 위험도에 미치는 영향에 관한 연구이다. 신뢰성해석을 위하여 응답면기법(Response Surface Method), 유한요소법(Finite Element Method), 일차신뢰도법(First Order Reliability Method), 그리고 반복선형보간 기법(Iterative Linear Interpolation Scheme)을 효과적으로 결합한 추계유한요소법(Stochastic Finite Element Method)을 제안하였다 일반적으로 모멘트-상대회전각 곡선에 의해서 표현되는 보-기둥에 대한 부분구속 접합부(PR connections)의 거동이 본 논문에서는 네 개의 매개변수를 사용하는 리차드 모델(Four-parameter Richard Model)을 사용하여 모사하였다. 지진하중에 대하여, 부분구속 접합부에서의 재하(Loading), 제하(Unloading) 및 재재하(Reloading) 거동은 모멘트-상대회전각 곡선과 Masing법칙을 사용하여 표현하였다. 시간영역에서 지진가속도를 구조물에 작용시킴으로써 지진하중의 사실적인 재현을 도모하였다. 다양한 주요 비선형성의 원인들을 고려한 부분구속 접합부를 가지는 강 뼈대 구조물의 신뢰성해석이 지진위험도를 평가하기 위하여 수행되었다. 제안된 기법의 명확한 이해를 돕기 위하여 한 예제를 제시하였다.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제27권4호
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• pp.231-249
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• 2020

We present an efficient and robust finite difference method for a two-asset jump diffusion model, which is a partial integro-differential equation (PIDE). To speed up a computational time, we compute a matrix so that we can calculate the non-local integral term fast by a simple matrix-vector operation. In addition, we use bilinear interpolation to solve integral term of PIDE. We can obtain more stable value by using the payoff-consistent extrapolation. We provide numerical experiments to demonstrate a performance of the proposed numerical method. The numerical results show the robustness and accuracy of the proposed method.

• 제어로봇시스템학회논문지
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• 제12권2호
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• pp.113-118
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• 2006

A new last design approach based on the Limb line FFD (LFFD) and Scale factor FFD (SFFD) is presented in this paper. The proposed last design method utilizes the dynamic trimmed parametric patches for the measured foot 3D data and last 3D data. Furthermore, the proposed last data generation system utilizes cross sectional data extracted obtained from the measured 3D foot data. First, the last design rule of the LFFD is constructed on the FFD lattice based on foot last shape analysis. Secondly, SFFD is constructed on the LFFD new lattice based on scale factor deformation. The scale factor is constructed on the boundary edges of polygonized patch and the cross section last data boundary edge of the polygon object. Suppose the two boundary curves have been preprocessed so that they run in the same direction and they forms the SF(Scale Factor). In addition, the control points of FFD lattice are derived with cross. sectional data interpolation methods from a finite set of 3D foot data.

• 한국지능시스템학회논문지
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• 제11권7호
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• pp.569-573
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• 2001

An approximate representation of discrete functions {f$_{i,j}\mid$｜i, j=-1, 0, 1, …, N+1}in two variables by a fuzzy system is described. We use the cubic B-splines as fuzzy sets for the input fuzzification and spike functions as the output fuzzy sets. The ordinal number of f$_{i,j}$ in the sorted list is taken to be the out put fuzzy set number in the (i, j) th entry of the fuzzy rule table. We show that the fuzzy system is an exact representation of the cubic spline function s(x, y)=$\sum_{N+1}^{{i,j}=-1}f_{i,j}B_i(x)B_j(y)$ and that the approximation error S(x, y)-f(x, y) is surprisingly O($h^2$) when f(x, y) is three times continuously differentiable. We prove that when f(x, y) is a gray scale image, then the fuzzy system is a smoothed representation of the image and the original image can be recovered exactly from its fuzzy system representation when it is a digitized image.e.

• Geomechanics and Engineering
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• 제16권6호
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• pp.619-626
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• 2018

A simple prediction procedure was investigated for calculating the stresses and displacements of a circular opening. Unlike existed approaches, the proposed approach starts each step with a radius increment. The stress for each annulus could be obtained analytically, while strain increments for each step can be determinate numerically from the compatility equation by finite difference approximation, flow rule and Hooke's law. In the successive manner, the distributions of stresses and displacements could be found. It should be noted that the finial radial stress and displacement were equal to the internal supporting pressure and deformation at the tunnel wall, respectively. By assuming different plastic radii, GRC and the evolution curve of plastic radii and internal supporting pressures could be obtained conveniently. Then the real plastic radius can be calculated by using linear interpolation in the evolution curve. Some numerical and engineering examples were performed to demonstrate the accuracy and validity for the proposed procedure. The comparisons results show that the proposed procedure was faster than that in Lee and Pietrucszczak (2008). The influence of annulus number and dilation on the accuracy of solutions was also investigated. Results show that the larger the annulus number was, the more accurate the solutions were. Solutions in Park et al. (2008) were significantly influenced by dilation.

• 대한전자공학회논문지SP
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• 제47권4호
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• pp.41-48
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• 2010

본 논문에서는 웨이블릿 영역에서 색차를 이용한 효과적인 디모자이킹 방법을 제안한다. 저주파 영역의 웨이블릿 계수는 관찰된 고주파 계수를 이용한 에지 방향적인 보간에 의해 구해진다. 손실된 고주파 계수는 추정된 저주파 계수에 의해 얻어진다. 고주파수 영역에서 결함을 줄이고 시각적인 질을 향상시키기 위해서 웨이블릿 영역에서 색차 방법을 이용하여 고주파수 계수를 업데이트 한다. 웨이블릿 영역에서 제안한 디모자이킹 방법을 시뮬레이션하고, 기존의 디모자이킹 방법들과 비교를 하였다. 실험 결과를 통해 제안 방법이 향상된 디모자이킹 결과를 발생시킨다는 것을 보여주었다.

• 대한공간정보학회지
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• 제9권1호
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• pp.39-47
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• 2001

지형의 특성을 공간상에 수치적으로 표현하는 수치지형모형(DTM)은 전산기의 발달과 더불어 최근 건설 분야의 계획 단계에서 광범위하게 적용이 되고 있으며, 특히 도로설계와 도시계획에 있어서 DTM을 이용한 토공량과 정지표고 및 면적 산정은 대표적인 적용 분야들이다. 따라서, 본 연구에서는 DTM을 이용한 토공량 계산에 정확도에 관련된 요소를 고려하여 최적 토공량 산정을 연구하는데 있어서, 부산광역시 15개 구를 연구 대상지역으로 선정하여 국립지리원 발행 1:5,000 지형도를 수치화하였다. 또한, 토공량과 높이별 정지면적 및 정지표고를 결정하여 향후 절 성토 등으로 인하여 발생 가능한 지형의 변화를 추정할 수 있는 정지표고 산정 모형을 제시하였으며, 그리고 토공량 계산시 사용되는 보간 기법별 토공량의 차이를 분석하였다. 분석결과 역거리보간법이 면적과 표면적 그리고 토공량에서 가장 큰 값을 보였고, 최근린기법이 가장 적을 값이 분포를 나타내었다. 최종적으로 본 연구에서 산정된 토공량은 부산광역시에서 추정한 값들과 매우 근사한 값을 보였다.