• 제목/요약/키워드: Equivalent linear method

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6 자유도 HexaSlide 형 병렬기구의 선형화된 운동방정식 유도 (Derivation of Linearized Dynamic Equations of Motion for HexaSlide Type Parallel Manipulators)

  • 김종필;류제하
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2000년도 춘계학술대회논문집
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    • pp.743-750
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    • 2000
  • This paper presents an equivalent linearization method and application to the equations of motion of a 6 degree-of-freedom PRRS HexaSlide type parallel manipulators which are characterized as the architecture with constant link lengths that are attached to moving sliders on the ground and to a mobile platform. Since dynamic equations of parallel manipulators are complicated and highly nonlinear, control bandwidth, adjustable control gain as well as vibration characteristics cannot be easily found. The proposed equivalent linearization method can be applied over specified workspace as well as on a path of mobile platform. Through an equivalent linearization method, one can easily get a simple linear dynamic model. This linearized dynamic model may be utilized in a simplified computed torque control strategy.

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비선형 불규칙 진동 보의 등가에너지법에 의한 선형화 (Linearization of Nonlinear Random Vibration Beam by Equivalent Energy Method)

  • 이신영
    • 한국공작기계학회논문집
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    • 제17권1호
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    • pp.71-76
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    • 2008
  • Nonlinear dynamic system under random excitation was analyzed by using stochastic method. A linearization method was used in order to linearize non-linear structural characteristics but the parametric excitation was used as it was given. An equivalent energy method which equalizes the expectation value of energy of the original nonlinear system and that of quasi-linearized system was proposed. Ito's differential rule was applied to obtain steady state moments. Quasi-linearization coefficients can be obtained the iterative calculation of linearization scheme and steady state moments. Monte Carlo simulation was used to verify the results of the proposed method. Nonlinear vibration of a slender beam was analyzed in this research. The analysis results were compared with Monte Carlo simulation result and showed good agreement. As the spectral density of the given excitation increased, the analysis results showed the better agreement with Monte Carlo simulation.

철도차량용 선형유도전동기 축소-회전형모델의 자기등가회로 파라미터 도출 및 특성 분석 연구 (A Study on Deduction and Characteristic Analysis of Magnetic Equivalent Circuit Parameters of a Rotary-typed Small-scaled LIM for a Railway Transit)

  • 박찬배;이형우;이병송
    • 한국철도학회논문집
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    • 제13권4호
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    • pp.404-411
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    • 2010
  • 철도차량용 선형유도전동기(Linear Induction Motor, LIM) 축소-회전형 모델의 기본 설계 결과를 검증하기 위하여 LIM의 자기등가회로법을 이용한 파라미터 도출 및 특성 계산을 수행하였다. LIM의 경우, 자기등가회로상의 파라미터는 LIM의 전기자 코어와 2차측 알루미늄 도체판의 형상 및 공극에 대한 함수로써 표현이 가능하다. 즉 전기자 코어와 2차측 알루미늄 도체판의 형상 및 공극 변경에 의해 LIM의 특성이 크게 달라질 수 있다는 것을 의미한다. 따라서 본 연구에서는 철도차량용 LIM 축소-회전형 모델의 공극, 2차측 AL-Plate의 두께, 오버행 길이, 형상 변경에 따른 LIM 축소-회전형 모델의 자기등가회로 파라미터 및 특성의 변화 추세를 분석하여, 철도차량용 실모델 LIM 개발을 위한 기초 연구를 수행하였다.

자기등가회로법을 이용한 영구자석 가동자를 갖는 직선형 왕복운동 전동기의 특성해석 (Characteristic Analysis of Permanent Magnet Linear Oscillatory Motor Using Equivalent Magnetic Circuit)

  • 장석명;김정만;김관호;최장영;정상섭;박영태
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2011년도 제42회 하계학술대회
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    • pp.1069-1070
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    • 2011
  • This paper deals with the characteristic analysis of permanent magnet linear oscillatory motor (LOM). The back EMF and airgap flux density was calculated by Equivalent Magnetic Circuit (EMC) method, it can be computing times less than the finite element method (FEM). In addition, analysis results obtained by proposed EMC are validated by comparison with those by Finite Element Method.

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Transient stochastic analysis of nonlinear response of earth and rock-fill dams to spatially varying ground motion

  • Haciefendioglu, Kemal
    • Structural Engineering and Mechanics
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    • 제22권6호
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    • pp.647-664
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    • 2006
  • The main purpose of this paper is to investigate the effect of transient stochastic analysis on nonlinear response of earth and rock-fill dams to spatially varying ground motion. The dam models are analyzed by a stochastic finite element method based on the equivalent linear method which considers the nonlinear variation of soil shear moduli and damping ratio as a function of shear strain. The spatial variability of ground motion is taken into account with the incoherence, wave-passage and site response effects. Stationary as well as transient stochastic response analyses are performed for the considered dam types. A time dependent frequency response function is used throughout the study for transient stochastic responses. It is observed that stationarity is a reasonable assumption for earth and rock-fill dams to typical durations of strong shaking.

편측식 직선형 유도전동기의 효율 향상을 위한 설계 및 특성 해석 (Improved Efficiency Design and Analysis of Single-Sided Linear Induction Motors)

  • 장석명;권정기;조한욱;유대준
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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    • pp.9-11
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    • 2004
  • In this paper, a new design method to improve efficiency of single-sided linear induction motor(SLIM) is presented. The method utilizes the space harmonic analysis, the equivalent circuit analysis and numerical analysis method. This paper deals with calculation of the design dimension of primary and secondary and the equivalent circuit parameters for SLIM. Finally, analytical results for SLIM designed are verified by FE results.

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등가회로법을 이용한 PMLSM의 직접추력제어 특성 시뮬레이션 (Direct Thrust Control Simulation of a Permanent Magnet Linear Synchronous Motor using the Equivalent Circuit Method)

  • 김덕진;우경일;권병일;박승찬
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1999년도 하계학술대회 논문집 A
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    • pp.133-135
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    • 1999
  • A simulation method for the direct thrust control of a permanent magnet linear synchronous motor(PMLSM) using the equivalent circuit is presented. The motor self inductance, the initial flux linkage by the permanent magnet is calculated in advance by the finite element analysis, and then the the direct control simulation is carried out. As a result, thrust, flux and speed responses to the commands are examined and the presented simulation method is proved to be very useful.

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비선형 시스템에 대한 T-S 퍼지 모델 구성 (Construction of T-S Fuzzy Model for Nonlinear Systems)

  • 정은태;권성하;이갑래
    • 제어로봇시스템학회논문지
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    • 제8권11호
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    • pp.941-947
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    • 2002
  • Two methods of constructing T-S fuzzy model which is equivalent to a given nonlinear system are presented. The first method is to obtain an equivalent T-S fuzzy model by using the sum of linearly independent scalar functions with constant real matrix coefficients. The sum of products of linearly independent scalar functions is used in the second method. The former method is to formulate the procedures of T-S fuzzy modeling dealt in many examples of previous publications; the latter is a new method. By comparing the number of linearly independent functions used in the two methods, we can easily find out which method makes fewer rules than the other. The nonlinear dynamics of an inverted Pendulum on a cart is used as an equivalent T-5 fuzzy modeling example.

자기등가회로를 이용한 LSRM 인덕턴스 프로파일 산정 및 실험 (Inductance profile calculate and experiment of LSRM using magnetic equivalent circuit method)

  • 장석명;박지훈;최장영;조한욱;유대준;성호경
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2005년도 제36회 하계학술대회 논문집 B
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    • pp.1150-1152
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    • 2005
  • This paper deals with inductance profile of linear switched reluctance motor. Inductance profile of LSRM calculate at align and unalign position using magnetic equivalent circuit method. Magnetic equivalent circuit method of this paper used method of reference[3],[4], but this method used modification on account difference of design specification Also, analysis result compares with data that is derived through an experiment, and proved validity.

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비선형 지반-구조물 상호작용해석을 위한 새로운 복합법 (A New Hybrid Method for Nonlinear Soil-Structure Interaction Analysis)

  • 김재민;최준성;이종세
    • 한국지진공학회논문집
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    • 제7권6호
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    • pp.1-7
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    • 2003
  • 이 논문에서는 비선형 지반-구조물 상호작용해석을 위한 새로운 시간-주파수영역 복합법을 제시하였다. 제안한 방법은 등가선형 지반-구조물 상호작용해석 프로그램과 범용 비선형 유한요소해석 프로그램을 동시에 사용하는 실용적인 방법이다. 이 방법에서는 먼저 주파수영역에서 등가선형 지반-구조물 상호작용해석을 수행하여 유한요소 영역의 경계면에서 응답을 구한 다음, 이를 범용 비선형 유한요소해석 프로그램에 의한 비선형 동적해석의 시간의존 경계조건으로 입력한다. 제안된 방법의 검증을 위하여 2차원 지하철 정거장 구조물에 대한 지진해석을 수행하였다. 이를 위하여 등가선형 지반-구조물 상호작용해석 프로그램 KIESSI-2D와 비선형 유한요소해석 프로그램 ANSYS를 사용하였다 수치적인 해석결과로부터 이 연구에서 제안한 방법의 타당성을 확인할 수 있었다.