• 제목/요약/키워드: Discrete Variable

검색결과 296건 처리시간 0.024초

전기-유압 서보 시스템의 모델규명에 관한 연구 (A Study on Model Identification of Electro-Hydraulic Servo Systems)

  • 엄상오;황이철;박영산
    • 한국정보통신학회논문지
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    • 제3권4호
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    • pp.907-914
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    • 1999
  • This paper studies on the model identification of electro-hydraulic servo systems, which are composed of servo valves, double-rod cylinder and load mass. The identified plant is described as a discrete-time ARX or ARMAX model which is respectively obtained from the identification algorithms of least square error method, instrumental variable method and prediction error method. where a nominal model and the variation of model parameters are quantitatively evaluated.

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가변구조이론을 이용한 편로드 유압실린더의 디지탈제어 (A study on digital control of the single-rod hydraulic cylinder using variable)

  • 이교일;김동춘
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1991년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 22-24 Oct. 1991
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    • pp.1133-1138
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    • 1991
  • A control of nonlinear system is motivated by the fact that all real plants are nonlinear systems and model identification introduces parameter errors. The purpose of this study is to design a Discrete Variable Structure Controller(DVSC) for single-rod hydraulic cylinder system. The model contains uncertain parameters which we known to lie upper and lower bounds. In the design of DVSC, the boundary layer concept was adopted to reduce cattering. The DVSC was evaluated through digital computer simulation and compared with a VSC (analog controller).

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상태변수 필터 선정에 의한 적응 관측기의 설계 및 기준모델 적응제어 (Design of Adaptive Observer Applied to M.R.A.C. by Selection of State Variable Filter)

  • 홍연찬;김종환;최계근
    • 대한전자공학회논문지
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    • 제24권4호
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    • pp.597-602
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    • 1987
  • In this paper, an adaptive observe based upon the exponentially weighted least-squares method is implemented in the design of a model reference adaptive controller for an unknown time-invariant discrete single-input single-output linear plant. A method of selecting the state variable filter is proposed. In this scheme, all the past data are weithted exponentially with the weighting coefficient.

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랜덤 위상변조가 가미된 이진 진폭 데이터 영상의 홀로그래픽 저장 (Holographic s forage of random-phase-modulation-added binary amplitude data)

  • 오용석;신동학;장주석
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2001년도 춘계종합학술대회
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    • pp.489-492
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    • 2001
  • 본 논문에서는 효율적인 홀로그래픽 데이타 저장을 위해, 세기변조를 통한 2차원 이진데이타를 표현함에 있어서 가변적이고 이산적인 랜덤 위상마스크를 함께 사용하는 방법을 연구했다. 가변 위상 마스크는 twisted nematic LCD를 사용해 구현했다.

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NUMERICAL PROPERTIES OF GAUGE METHOD FOR THE INCOMPRESSIBLE NAVIER-STOKES EQUATIONS

  • Pyo, Jae-Hong
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • 제14권1호
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    • pp.43-56
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    • 2010
  • The representative numerical algorithms to solve the time dependent Navier-Stokes equations are projection type methods. Lots of projection schemes have been developed to find more accurate solutions. But most of projection methods [4, 11] suffer from inconsistency and requesting unknown datum. E and Liu in [5] constructed the gauge method which splits the velocity $u=a+{\nabla}{\phi}$ to make consistent and to replace requesting of the unknown values to known datum of non-physical variables a and ${\phi}$. The errors are evaluated in [9]. But gauge method is not still obvious to find out suitable combination of discrete finite element spaces and to compute boundary derivative of the gauge variable ${\phi}$. In this paper, we define 4 gauge algorithms via combining both 2 decomposition operators and 2 boundary conditions. And we derive variational derivative on boundary and analyze numerical results of 4 gauge algorithms in various discrete spaces combinations to search right discrete space relation.

농업용 철근콘크리트 구조물의 합리적인 최적설계 -수로교 상부구조물- (Reasonable Optimum Design of Agricultural Reinforced Concrete Structure - Superstructures of Aqueduct -)

  • 김종옥;박찬기;차상선
    • 한국농공학회논문집
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    • 제52권5호
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    • pp.19-26
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    • 2010
  • This study was conducted to find out the reasonable optimum design method of agricultural reinforced concrete structures. Selected design variables are the dimension of concrete section, reinforced steel area, and objective function is formulated by cost function. To test the reliability, efficiency, possibility of application and reasonability of optimum design method, both continuous optimization method and mixed-discrete optimization method were applied to the design of reinforced concrete superstructure of aqueduct and application results were discussed. It is proved that mixed-discrete optimization method is more reliable, efficient and reasonable than continuous optimization method for the optimum design of reinforced concrete agricultural structures.

Estimation of Non-Gaussian Probability Density by Dynamic Bayesian Networks

  • Cho, Hyun-C.;Fadali, Sami M.;Lee, Kwon-S.
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2005년도 ICCAS
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    • pp.408-413
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    • 2005
  • A new methodology for discrete non-Gaussian probability density estimation is investigated in this paper based on a dynamic Bayesian network (DBN) and kernel functions. The estimator consists of a DBN in which the transition distribution is represented with kernel functions. The estimator parameters are determined through a recursive learning algorithm according to the maximum likelihood (ML) scheme. A discrete-type Poisson distribution is generated in a simulation experiment to evaluate the proposed method. In addition, an unknown probability density generated by nonlinear transformation of a Poisson random variable is simulated. Computer simulations numerically demonstrate that the method successfully estimates the unknown probability distribution function (PDF).

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Design of Reconfigurable Flight Controller Using Discrete Model Reference Adaptive Scheme

  • Hyung, Seung-Yong;Kim, You-Dan
    • International Journal of Aeronautical and Space Sciences
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    • 제8권1호
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    • pp.79-86
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    • 2007
  • In this paper, an adaptive control algorithm using system identification is proposed for an aircraft fault tolerant control system. A discrete state-space system is reformulated to be the ARX model which has the advantage in handing variable structure systems. Discrete model reference adaptive control is used to make the output of fault system follow the output of reference model. To validate the performance of the proposed control scheme, numerical simulations are performed for the high performance aircraft with control surface damage.

프리스트레스트 콘크리트 구조물의 합리적인 최적설계 (Reasonable Optimum Design of Prestressed Concrete Structures)

  • 김종옥
    • 한국농공학회논문집
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    • 제46권2호
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    • pp.77-89
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    • 2004
  • This study was carried out to find out the reasonable optimum design method for the design of prestressed concrete structures. The optimum design problems were formulated and computer programs to solve these problems were developed. To test the reliablity, efficiency, possibility of application and reasonablity of optimum design problems and computer programs, both continuous optimization method and mixed-discrete optimization method were applied to the design of prestressed concrete composite girder and application results were discussed. It is proved that mixed-discrete optimization method is more reliable, efficient and reasonable than continuous optimization method for the optimum design of prestressed concrete structures.

변수 불확실성과 제어기 악성을 가지는 이산 특이시스템의 강인 안정화 (Robust Stabilization of Discrete Singular Systems with Parameter Uncertainty and Controller Fragility)

  • 김종해
    • 전자공학회논문지SC
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    • 제45권5호
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    • pp.1-7
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    • 2008
  • 본 논문에서는 변수 불확실성을 가지는 이산시간 특이시스템과 곱셈형 섭동의 약성(fragility)을 가지는 제어기에 대한 강인 안정화 기법과 강인 비약성(non-fragile) 제어기 설계방법을 제시한다. 강인 안정화를 만족하는 비약성 제어기가 존재할 조건과 제어기 설계방법 및 제어기의 비약성 척도를 볼록최적화(convex optimization)가 가능한 선형행렬부등식 접근방법을 이용하여 제안한다. 최대의 비약성 척도를 얻기 위하여 구한 제어기 충분조건은 모든 변수의 견지에서 선형행렬부등식으로 변형한다. 따라서, 제안한 강인 비약성 이산 제어기는 특이시스템의 변수 불확실성과 제어기의 약성에도 불구하고 안정성을 보장한다 마지막으로, 수치예제를 통하여 제안한 알고리듬의 타당성을 확인한다.