• 제목/요약/키워드: Differential Transform Method

검색결과 198건 처리시간 0.023초

거리계전 알고리즘별 특성 비교 (Comparison of the characteristics of Distance Relaying Algorithms)

  • 강상희;이승재;노재근;양언필;정종진
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2001년도 춘계학술대회 논문집 전력기술부문
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    • pp.34-37
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    • 2001
  • This paper presents some results after comparing the characteristics of 3 algorithms, which are discrete Fourier transform based algorithm, least square method, and modified differential approximation algorithm, used at most distance relays all over the world. In case of the DFT based distance relaying algorithm, the length of the algorithm data window and the cut-off frequency of an anti-aliasing low-pass filter adopted are fixed. On the other hand, the data window lengths are changed according to the corresponding low-pass filters in the rest two algorithms. In series of tests, the apparent impedance estimated by the modified differential approximation algorithm shows faster and more stable characteristics of convergence than the two others.

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A DQ nonlinear bending analysis of skew composite thin plates

  • Malekzadeh, P.
    • Structural Engineering and Mechanics
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    • 제25권2호
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    • pp.161-180
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    • 2007
  • A first endeavor is made to exploit the differential quadrature method (DQM) as a simple, accurate, and computationally efficient numerical tool for the large deformation analysis of thin laminated composite skew plates, which has very strong singularity at the obtuse vertex. The geometrical nonlinearity is modeled by using Green's strain and von Karman assumption. A recently developed DQ methodology is used to exactly implement the multiple boundary conditions at the edges of skew plates, which is a major draw back of conventional DQM. Using oblique coordinate system and the DQ methodology, a mapping-DQ discretization rule is developed to simultaneously transform and discretize the equilibrium equations and the related boundary conditions. The effects of skew angle, aspect ratio and different types of boundary conditions on the convergence and accuracy of the presented method are studied. Comparing the results with the available results from other numerical or analytical methods, it is shown that accurate results are obtained even when using only small number of grid points. Finally, numerical results for large deflection behavior of antisymmetric cross ply skew plates with different geometrical parameters and boundary conditions are presented.

영상 통신을 위한 웨이블릿 변환 부호화 (Wavelet Transform Coding for Image Communication)

  • 김용연
    • 한국전자통신학회논문지
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    • 제6권1호
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    • pp.61-67
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    • 2011
  • 본 논문은 동영상을 효과적으로 부호화하기 위한 새로운 방법에 관하여 연구한 것이다. 움직임 정보를 이용하여 기준 프레임 영상과 상관관계가 적은 프레임 영상에서는 화질을 보장하고, 기준 프레임 영상과 상관관계가 많은 프레임 영상에서는 전체 동영상의 비트율을 보장하는 픽쳐 셋 필터를 제안하였다. 실험 결과, 제안한 동영상 부호화 방법은 기존의 전영역 탐색 블럭 정합 알고리즘에 비하여, 화질은 8.99dB이 향상되고, 압축률은 14.85배가 증가되었으며, 부호화시간은 74.9%가 단축되었다. 그리고, 차영상 알고리즘에 비하여, 화질은 24.87dB이 떨어졌으나, 압축률은 41.94배가 증가하였으며, 부호화시간은 0.9%가 단축됨으로써 좋은 성능을 나타냄을 확인하였다.

Mellin 변환 방식과 BPEJTC를 이용한 영상 문자 인식 (Image Character Recognition using the Mellin Transform and BPEJTC)

  • 서춘원;고성원;이병선
    • 조명전기설비학회논문지
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    • 제17권4호
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    • pp.26-35
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    • 2003
  • 자연계에서 다양한 형태로 입력되는 물체 영상을 효과적으로 인식하려면, 물체의 위치, 회전, 크기 변화에 관계없이 인식할 수 있는 왜곡 불변 특성의 추출이 반드시 요구된다. 이러한 왜곡 불변 특성은 동일한 영상의 변화에 대하여 인식 특성이 같고, 서로 다른 영상의 변화에 대해서는 분리 식별이 용이해야 한다. 이러한 인식 특성을 얻기위해 다각도로 많은 연구가 진행되고 있으며, 특히 회전 및 크기에 불변 특성을 동시에 얻을 수 있는 Mellin변환을 이용한 방법 등이 영상 인식에 많이 이용되고 있다[1][2][3]. 따라서, 본 논문에서는 Mellin 변환 방법에 의한 크기 및 회전에 대한 불변 특성을 얻을 수 있는 문자 인식 시스템을 위한 문자 특징 추출 방법을 제시하고자 하였으며, 영문자 26 문자의 입력 영상에 대하여 무게 중심법에 의한 문자 이동과 Mellin 변환 방법에 의한 특징 추출 방법에 보간법을 이용하여 특징을 추출하였으며, 추출된 특징에 대하여 특징의 이질도를 검사하여, 각 특징의 이질도가 약 50% 이상의 결과를 얻었다. 또한, Mellin 변환 방법에 의해 추출된 특징을 기준 영상으로 하는 BPEJTC(Binary Phase Extraction Joint Transform Correlator)를 이용하여 크기, 회전 및 이동에 따른 입력 문자의 인식이 가능한 BPEJTC 시스템을 구현하였으며, 이에 따라 본 논문에서는 약 90%의 인식률을 얻을 수 있었다. 따라서 본 논문에서 제시하는 Mellin 변환 방법에 따라 추출된 문자의 특징과 BPEJTC를 이용하여 영상 문자를 인식할 수 있는 영상 문자 인식 시스템의 가능성을 제시하였다.

The Homotopy Perturbation Method for free vibration analysis of beam on elastic foundation

  • Ozturk, Baki;Coskun, Safa Bozkurt
    • Structural Engineering and Mechanics
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    • 제37권4호
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    • pp.415-425
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    • 2011
  • In this study, the homotopy perturbation method (HPM) is applied to free vibration analysis of beam on elastic foundation. This numerical method is applied on three different axially loaded cases, namely: 1) one end fixed, the other end simply supported; 2) both ends fixed and 3) both ends simply supported cases. Analytical solutions and frequency factors are evaluated for different ratios of axial load N acting on the beam to Euler buckling load, $N_r$. The application of HPM for the particular problem in this study gives results which are in excellent agreement with both analytical solutions and the variational iteration method (VIM) solutions for all the cases considered in this study and the differential transform method (DTM) results available in the literature for the fixed-pinned case.

ICS 사이버 공격 탐지를 위한 딥러닝 전처리 방법 연구 (A Study on Preprocessing Method in Deep Learning for ICS Cyber Attack Detection)

  • 박성환;김민석;백은서;박정훈
    • 스마트미디어저널
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    • 제12권11호
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    • pp.36-47
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    • 2023
  • 주요 산업현장에서 설비를 제어하는 산업제어시스템(ICS, Industrial Control System)이 네트워크로 다른 시스템과 연결되는 사례가 증가하고 있다. 또한, 이러한 통합과 함께 한 번의 외부 침입이 전체 시스템 마비로 이루어질 수 있는 지능화된 공격의 발달로, 산업제어시스템에 대한 보안에 대한 위험성과 파급력이 증가하고 있어, 사이버 공격에 대한 보호 및 탐지 방안의 연구가 활발하게 진행되고 있으며, 비지도학습 형태의 딥러닝 모델이 많은 성과를 보여 딥러닝을 기반으로 한 이상(Anomaly) 탐지 기술이 많이 도입되고 있다. 어어, 본 연구에서는 딥러닝 모델에 전처리 방법론을 적용하여 시계열 데이터의 이상 탐지성능을 향상시키는 것에 중점을 두어, 그 결과 웨이블릿 변환(WT, Wavelet Transform) 기반 노이즈 제거 방법론이 딥러닝 기반 이상 탐지의 전처리 방법론으로 효과적임을 알 수 있었으며, 특히 센서에 대한 군집화(Clustering)를 통해 센서의 특성을 반영하여 Dual-Tree Complex 웨이블릿 변환을 차등적으로 적용하였을 때 사이버 공격의 탐지성능을 높이는 것에 가장 효과적임을 확인하였다.

Analytical study of house wall and air temperature transients under on-off and proportional control for different wall type

  • Han, Kyu-Il
    • 수산해양기술연구
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    • 제46권1호
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    • pp.70-81
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    • 2010
  • A mathematical model is formulated to study the effect of wall mass on the thermal performance of four different houses of different construction. This analytical study was motivated by the experimental work of Burch et al. An analytical solution of one -dimensional, linear, partial differential equation for wall temperature profiles and room air temperatures is obtained using the Laplace transform method. Typical Meteorological Year data are processed to yield hourly average monthly values. These discrete data are then converted to a continuous, time dependent form using a Fast Fourier Transform method. This study is conducted using weather data from four different locations in the United States: Albuquerque, New mexico; Miami, Florida; Santa Maria, California; and Washington D.C. for both winter and summer conditions. A computer code is developed to calculate the wall temperature profile, room air temperature, and energy consumption loads. Three sets of results are calculated one for no auxiliary energy and two for different control mechanism -- an on-off controller and a proportional controller. Comparisons are made for the cases of two controllers. Heavy weight houses with insulation in mild weather areas (such as August in Santa Maria, California) show a high comfort level. Houses using proportional control experience a higher comfort level in comparison to houses using on-off control. The result shows that there is an effect of mass on the thermal performance of a heavily constructed house in mild weather conditions.

Vibration suppression of a double-beam system by a two-degree-of-freedom mass-spring system

  • Rezaiee-Pajand, Mohammad;Sani, Ahmad Aftabi;Hozhabrossadati, Seyed Mojtaba
    • Smart Structures and Systems
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    • 제21권3호
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    • pp.349-358
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    • 2018
  • This paper investigates the free vibration analysis of double-beam system coupled by a two-degree-of-freedom mass-spring system. In order to generalize the model, the main beams are assumed to be elastically restrained against translation and rotation at one end and free at the other. Furthermore, the mass-spring system is elastically connected to the beams at adjustable positions by means of four translational and rotational springs. The governing differential equations of the beams and the mass-spring system are derived and analytically solved by using the Fourier transform method. Moreover, as a second way, a finite element solution is derived. The frequency parameters and mode shapes of some diverse cases are obtained using both methods. Comparison of obtained results by two methods shows the accuracy of both solutions. The influence of system parameters on the free vibration response of the studied mechanical system is examined.

On the eigenvalues of a uniform rectangular plate carrying any number of spring-damper-mass systems

  • Chen, Der-Wei
    • Structural Engineering and Mechanics
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    • 제16권3호
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    • pp.341-360
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    • 2003
  • The goal of this paper is to determine the eigenvalues of a uniform rectangular plate carrying any number of spring-damper-mass systems using an analytical-and-numerical-combined method (ANCM). To this end, a technique was presented to replace each "spring-damper-mass" system by a massless equivalent "spring-damper" system with the specified effective spring constant and effective damping coefficient. Then, the mode superposition approach was used to transform the partial differential equation of motion into the matrix equation, and the eigenvalues of the complete system were determined from the associated characteristic equation. To verify the reliability of the presented theory, all numerical results obtained from the ANCM were compared with those obtained from the conventional finite element method (FEM) and good agreement was achieved. Since the order of the property matrices for the equation of motion obtained from the ANCM is much lower than that obtained from the FEM, the CPU time required by the ANCM is much less than that by the FEM.

A modified modal perturbation method for vibration characteristics of non-prismatic Timoshenko beams

  • Pan, Danguang;Chen, Genda;Lou, Menglin
    • Structural Engineering and Mechanics
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    • 제40권5호
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    • pp.689-703
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    • 2011
  • A new perturbation method is introduced to study the undamped free vibration of a non-prismatic Timoshenko beam for its natural frequencies and vibration modes. For simplicity, the natural modes of vibration of its corresponding prismatic Euler-Bernoulli beam with the same length and boundary conditions are used as Ritz base functions with necessary modifications to account for shear strain in the Timoshenko beam. The new method can transform two coupled partial differential equations governing the transverse vibration of the non-prismatic Timoshenko beam into a set of nonlinear algebraic equations. It significantly simplifies the solution process and is applicable to non-prismatic beams with various boundary conditions. Three examples indicated that the new method is more accurate than the previous perturbation methods. It successfully takes into account the effect of shear deformation of Timoshenko beams particularly at the free end of cantilever structures.