• 제목/요약/키워드: Adaptive Analysis

검색결과 2,207건 처리시간 0.028초

A Goodness-Of-Fit Test for Adaptive Fourier Model in Time Series Data

  • Lee, Hoonja
    • Communications for Statistical Applications and Methods
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    • 제10권3호
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    • pp.955-969
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    • 2003
  • The classical Fourier analysis, which is the typical frequency domain approach, is used to detect periodic trends that are of the sinusoidal shape in time series data. In this article, using a sequence of periodic step functions, describes an adaptive Fourier series where the patterns may take general periodic shapes that include sinusoidal as a special case. The results, which extend both Fourier analysis and Walsh-Fourier analysis, are applies to investigate the shape of the periodic component. Through the real data, compare the goodness-of-fit of the model using two methods, the adaptive Fourier method which is proposed method in this paper and classical Fourier method.

Element-free Galerkin 방법을 이용한 적응적 균열진전해석 (Adaptive Crack Propagation Analysis with the Element-free Galerkin Method)

  • 최창근;이계희;정흥진
    • 한국전산구조공학회논문집
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    • 제13권4호
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    • pp.485-500
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    • 2000
  • 본 논문에서는 element-free Galerkin(EFG) 방법에 기반한 적응적 정적균열진전해석기법을 제시하였다. 균열진전 매단계마다 적응적해석을 수행함으로써 전체 해석의 일관성과 정밀성을 동시에 확보할 수 있었다. 균열진전과정에 있어서의 적응적해석은 산정된 오차지표에 따라 적분을 위한 격자구조에 따라 절점을 추가하고 소거하는 과정을 통해 구현되었다. 이 때 사용된 오차지표는 원 EFG해석결과 얻어진 응력과 절점응력을 다시 투영한 응력의 차에 의해 얻어졌다. 제안된 해석기법의 타당성과 효용성을 수치예제에 의해 검증하였다. 그 결과 제안된 해석기법이 균열진전해석시 효율적으로 적용될 수 있음을 보였다.

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A stochastic adaptive pushover procedure for seismic assessment of buildings

  • Jafari, Mohammad;Soltani, Masoud
    • Earthquakes and Structures
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    • 제14권5호
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    • pp.477-492
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    • 2018
  • Recently, the adaptive nonlinear static analysis method has been widely used in the field of performance based earthquake engineering. However, the proposed methods are almost deterministic and cannot directly consider the seismic record uncertainties. In the current study an innovative Stochastic Adaptive Pushover Analysis, called "SAPA", based on equivalent hysteresis system responses is developed to consider the earthquake record to record uncertainties. The methodology offers a direct stochastic analysis which estimates the seismic demands of the structure in a probabilistic manner. In this procedure by using a stochastic linearization technique in each step, the equivalent hysteresis system is analyzed and the probabilistic characteristics of the result are obtained by which the lateral force pattern is extracted and the actual structure is pushed. To compare the results, three different types of analysis have been considered; conventional pushover methods, incremental dynamic analysis, IDA, and the SAPA method. The result shows an admirable accuracy in predicting the structure responses.

진화적 적응 웨이브릿 변환에 의한 레이다 표적의 산란 해석 (Scattering Analysis of Radar Target via Evolutionary Adaptive Wavelet Transform)

  • 최인식
    • 한국군사과학기술학회지
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    • 제10권3호
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    • pp.148-153
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    • 2007
  • In this paper, the evolutionary adaptive wavelet transform(EAWT) is applied to the scattering analysis of radar target. EAWT algorithm uses evolutionary programming for the time-frequency parameter extraction instead of FFT and the bisection search method used in the conventional adaptive wavelet transform(AWT). Therefore, the EAWT has a better performance than the conventional AWT. In the simulation using wire target(Airbus-like), the comparisons with the conventional AWT are presented to show the superiority of the EAWT algorithm in the analysis of scattering phenomenology. The EAWT can be effectively applied to the radar target recognition.

DSPs(TMS320C80)을 이용한 로봇 매니퓰레이터의 지능제어 (Intelligent Control of Robot Manipulator Using DSPs(TMS320C80))

  • 이우송;김용태;한성현
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2003년도 추계학술대회
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    • pp.219-226
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    • 2003
  • In this paper, it is presented a new scheme of adaptive-neuro control system to implement real-time control of robot manipulator. Unlike the well-established theory fir the adaptive control of linear systems, there exists relatively little general theory fir the adaptive control of nonlinear systems. Adaptive control technique is essential fir providing a stable and robust performance fir application of robot control. The proposed neuro control algorithm is one of teaming a model based error back-propagation scheme using Lyapunov stability analysis method. Through simulation, the proposed adaptive-neuro control scheme is proved to be a efficient control technique f3r real-time control of robot system using DSPs.

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DSPs(TMS320C50)을 이용한 로봇 매니퓰레이터의 견실제어 (Robust Control of Robot Manipulator Based-on DSPs(TMS320C50))

  • 이우송;김종수;김홍래;한성현
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2004년도 추계학술대회 논문집
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    • pp.193-200
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    • 2004
  • In this paper, it is presented a new scheme of adaptive-neuro control system to implement real-time control of robot manipulator. Unlike the well-established theory for the adaptive control of linear systems, there exists relatively little general theory for the adaptive control of nonlinear systems. Adaptive control technique is essential for providing a stable and robust performance for application of robot control. The proposed neuro control algorithm is one of learning a model based error back-propagation scheme using Lyapunov stability analysis method. Through simulation, the proposed adaptive-neuro control scheme is proved to be a efficient control technique for real-time control of robot system using DSPs.

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Dynamically Adaptive Finite Element Mesh Generation Schemes

  • Yoon, Chong-Yul;Park, Joon-Seok
    • 한국전산구조공학회논문집
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    • 제23권6호
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    • pp.659-665
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    • 2010
  • The finite element method(FEM) is proven to be an effective approximate method of structural analysis if proper element types and meshes are chosen, and recently, the method is often applied to solve complex dynamic and nonlinear problems. A properly chosen element type and mesh yields reliable results for dynamic finite element structural analysis. However, dynamic behavior of a structure may include unpredictably large strains in some parts of the structure, and using the initial mesh throughout the duration of a dynamic analysis may include some elements to go through strains beyond the elements' reliable limits. Thus, the finite element mesh for a dynamic analysis must be dynamically adaptive, and considering the rapid process of analysis in real time, the dynamically adaptive finite element mesh generating schemes must be computationally efficient. In this paper, a computationally efficient dynamically adaptive finite element mesh generation scheme for dynamic analyses of structures is described. The concept of representative strain value is used for error estimates and the refinements of meshes use combinations of the h-method(node movement) and the r-method(element division). The shape coefficient for element mesh is used to correct overly distorted elements. The validity of the scheme is shown through a cantilever beam example under a concentrated load with varying values. The example shows reasonable accuracy and efficient computing time. Furthermore, the study shows the potential for the scheme's effective use in complex structural dynamic problems such as those under seismic or erratic wind loads.

Comparison of error estimation methods and adaptivity for plane stress/strain problems

  • Ozakca, Mustafa
    • Structural Engineering and Mechanics
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    • 제15권5호
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    • pp.579-608
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    • 2003
  • This paper deals with adaptive finite element analysis of linearly elastic structures using different error estimators based on flux projection (or best guess stress values) and residual methods. Presentations are given on a typical h-type adaptive analysis, a mesh refinement scheme and the coupling of adaptive finite element analysis with automatic mesh generation. Details about different error estimators are provided and their performance, reliability and convergence are studied using six node quadratic triangular elements. Several examples are presented to demonstrate the reliability of different error estimators.

과학 수업에서 교사의 적응적 실행의 특징 분석 (An Analysis of the Characteristics of Teachers' Adaptive Practices in Science Classes)

  • 김희경;이봉우
    • 한국과학교육학회지
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    • 제43권4호
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    • pp.403-414
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    • 2023
  • 본 연구에서는 과학 수업에서의 적응적 실행에 대한 과학교사의 사례와 과학 교과에서의 적응적 실행의 특징에 대한 교사의 사례를 분석하였다. 이를 위하여 전국의 중고등학교 과학교사 128명이 제시한 적응적 실행의 사례 339개와 과학 교과의 특징적인 적응적 실행 사례 199개를 분석하였다. 주요 연구 결과는 다음과 같다. 첫째, 과학 교과의 적응적 실행의 가장 두드러진 특징은 실험과 관련된 적응적 실행이었다. 가장 많은 적응적 사례로 제시한 항목인 '추가적인 자료/활동의 제시'에서 학생들의 이해나 동기유발을 위해 시범실험을 추가하여 제시하는 것이나 두 번째로 많은 사례가 제시된 '실험기구 조작이나 탐구기능 제시'에서도 실험과 관련된 적응적 실행을 제시하였다. 또한 교사들이 응답한 과학 교과의 특징적인 적응적 실행에 대해서도 50%가 넘는 사례가 실험 지도와 관련된 내용이었다. 둘째, 수리력과 문해력 등 학습 상황에서 학생들이 겪는 어려움과 관련된 적응적 실행도 많이 제시되었는데, 과학 학습에서 도구로 사용되는 수학의 기본 능력과 관련된 사례와 한자어로 된 과학 용어의 이해와 관련된 사례가 많이 제시되었다. 셋째, '실험 지도' 이외에 '과학이론과 실세계의 연결', '과학 오개념 지도', '과학적 사고 함양', '융복합적 접근' 등을 위한 적응적 실행이 과학 교과의 특징적인 유형이었다. 넷째, 과학교사들이 제시한 적응적 실행의 사례는 학교급별로 전공별로 차이가 있어 적응적 실행과 관련된 추후 연구에서 학교급이나 전공을 고려할 필요가 있다. 다섯째, 사례수가 적은 적응적 실행 항목들은 대부분 거시적 측면에서 실행되는 적응적 실행으로 이와 연관된 전문성 향상에 관심을 기울일 필요가 있다. 추가적으로 본 연구 결과를 바탕으로 과학교육에 주는 시사점을 논의하였다.

마모해석을 위한 고유치해석과 Adaptive Meshing 알고리듬을 이용한 수치해석 비교 (A Comparative Study on Eigen-Wear Analysis and Numerical Analysis using Algorithm for Adaptive Meshing)

  • 장일광;장용훈
    • Tribology and Lubricants
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    • 제36권5호
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    • pp.262-266
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    • 2020
  • Herein, we present a numerical investigation of wear analysis of sliding systems with a constant speed subjected to Archard's wear law. For this investigation, we compared two methods: eigen-wear analysis and adaptive meshing technique. The eigen-wear analysis is advantageous to predict the evolution of contact pressure due to wear using the initial contact pressure and contact stiffness. The adaptive meshing technique in finite element analysis is employed to obtain transient wear behavior, which needs significant computational resources. From the eigen-wear analysis, we can determine the appropriate element size required for finite element analysis and the time increment required for wear evolution by a dimensionless variable above a certain value. Since the prediction of wear depends on the maximum contact pressure, the finite element model should have a reasonable representation of the maximum contact pressure. The maximum contact pressure and wear amount according to this dimensionless variable shows that the number of fine meshes in the contact area contributes more to the accuracy of the wear analysis, and the time increment is less sensitive when the number of contact nodes is significantly larger. The results derived from a two-dimensional wear model can be applied to a three-dimensional wear model.