• 제목/요약/키워드: static identification method

검색결과 111건 처리시간 0.03초

정적계통의 통계적 퍼래미터 추정에 있어 최우도법과 Bayes식방법과의 비교연구 (A Comparative Study Of Maximum Likelihood Method With Bayesian Approach In Statistical Parameter Estimation Of Static Systems)

  • 한만춘;최경삼
    • 전기의세계
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    • 제22권2호
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    • pp.51-56
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    • 1973
  • The comparative study of maximum likelihood estimation with Bayesian approach was made by statistical & computational methods in center of a priori information of static systems and the effect of a priori information on the accuracy of the estimatiion was also analyzed. Through the numerical computations of some examples by digital computer, we concluded that maximum likelihood method is better than Bayesian estimation except for almost certain a priori informations. The study may therefore contribute in identification problems of dynamical systems connected with a priori informations.

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정적 RFID 수동태그와 이동로봇의 상대위치인식에 대한 기법연구 (A Study of Relative Location Estimation between Static Passive RFID Tag and Mobile Robot)

  • 문승욱;지용관;박장현
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 추계학술대회 논문집
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    • pp.892-896
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    • 2005
  • This paper presents method of depriving the relationship between static passive RFID tag and mobile robot In the field of tag-range. We use probabilistic sensor model of RFID reader by experiments. And we proposed estimation techniques by using direction of identification and relative-distance from the sensor model. Corresponding to distribution of identification, we can correct estimated tag position in relative coordinate. Simulation and Experimental Results show that the proposed method can provide good performance and thus be used fer mobile-robot localization.

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FRP 바닥판의 해석모델개선을 위한 System Identification 기법 (System Identification for Analysis Model Upgrading of FRP Decks)

  • 서형열;김두기;김동현;취진타오;이영호
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.588-593
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    • 2007
  • Fiber reinforced polymer(FRP) composite decks are new to bridge applications and hence not much literature exists on their structural mechanical behavior. As there are many differences between numerical displacements through static analysis of the primary model and experimental displacements through static load tests, system identification (SI)techniques such as Neural Networks (NN) and support vector machines (SVM) utilized in the optimization of the FE model. During the process of identification, displacements were used as input while stiffness as outputs. Through the comparison of numerical displacements after SI and experimental displacements, it can note that NN and SVM would be effective SI methods in modeling an FRP deck. Moreover, two methods such as response surface method and iteration were proposed to optimize the estimated stiffness. Finally, the results were compared through the mean square error (MSE) of the differences between numerical displacements and experimental displacements at 6 points.

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System Identification 기법을 이용한 복합소재 바닥판 해석모델의 최적강성추정 (Optimal Stiffness Estimation of Composite Decks Model using System Identification)

  • 서형열;김두기;김동현;취진타오;박기태
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.565-570
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    • 2007
  • Fiber reinforced polymer(FRP) composite decks are new to bridge applications and hence not much literature exists on their structural mechanical behavior. As there are many differences between numerical displacements through static analysis of the primary model and experimental displacements through static load tests, system identification (SI)techniques such as Neural Networks (NN) and support vector machines (SVM) utilized in the optimization of the FE model. During the process of identification, displacements were used as input while stiffness as outputs. Through the comparison of numerical displacements after SI and experimental displacements, it can note that NN and SVM would be effective SI methods in modeling an FRP deck. Moreover, two methods such as response surface method and iteration were proposed to optimize the estimated stiffness. Finally, the results were compared through the mean square error (MSE) of the differences between numerical displacements and experimental displacements at 6 points.

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비행시험을 통한 가로/방향 정적 미계수 추정에 관한 연구

  • 김응태;성기정;김영철;강상진
    • 항공우주기술
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    • 제2권1호
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    • pp.22-28
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    • 2003
  • 본 논문은 소형 커나드 항공기의 정안전성 비행 시험을 통해 얻어진 자료를 분석해 정적 공력 미계수를 추정하는 방법을 제시하였다. 최대공산추정법을 통해 얻어진 공력 미계수와 본 논문에서 제시된 방법을 통해 얻어진 결과를 함께 비교하여 정확성을 검증하였다. 제시된 계수 추정 방법을 통해, 제한된 비행시험 자료만으로도 신뢰할 수 있는 공력 미계수를 추정할 수 있었다. 그 결과, 제시된 방법은 비행시험 데이터 해석에 보편적으로 사용되는 최대공산추정법과 같은 파라미터 식별기법의 결과를 검증, 보완할 수 있는 기준 데이터를 제공할 수 있다.

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공액보 방법을 이용한 교량 손상도 평가기법 (A Damage Assessment Technique for Bridges Using Conjugate Beam Theory)

  • 최일윤;최은수;이준석;조효남
    • 한국강구조학회 논문집
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    • 제15권6호통권67호
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    • pp.603-610
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    • 2003
  • 본 논문에서는 공액보이론을 이용한 교량의 손상추정 기법을 제시하였다. 정적처짐과 강성과의 관계식으로부터 최적화기법을 도입하여 손상 위치 및 정도을 추정하였다. 제안된 기법의 타당성 검정을 위하여 수치모형을 통한 손상도 추정을 수행하였으며, 일반적으로 손상추 정결과의 정확도를 감소시키는 노이즈의 영향을 분석하기 위하여 정적응답자료에 백색잡음을 추가하여 손상도 평가를 수행하였다. 또한, 개발된 기법의 현장적용성을 검토하기 위하여 실내실험을 실시하고, 실험데이터를 이용하여 손상도 추정을 수행하였다 또한, 손상의 정도 및 손상 폭이 손상 추정결과에 미치는 영향을 검토하기 위하여 다양한 손상 폭을 갖는 경우에 대하여 손상을 추정하였으며, 이들 결과를 바탕으로 제시된 기법의 적용성과 한계에 대하여 기술하였다

Reaction Wheel Disturbance Reduction Method Using Disturbance Measurement Table

  • Cheon, Dong-Ik;Jang, Eun-Jeong;Oh, Hwa-Suk
    • Journal of Astronomy and Space Sciences
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    • 제28권4호
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    • pp.311-317
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    • 2011
  • Momentum changing actuators like reaction wheels and control moment gyros are generally used for spacecraft attitude control. This type of actuators produces force and torque disturbances. These disturbances must be reduced since they degrade the quality of spacecraft attitude control. Major disturbances are mainly due to static and dynamic imbalances. This paper gives attention to the reduction of the static and dynamic imbalance. Force/torque measurement system is used to measure the disturbance of the test reaction wheel. An identification method for the location and magnitude of the imbalance is suggested, and the corrections of the imbalance are performed using balancing method. Through balancing, the static and dynamic imbalance is remarkably reduced.

드릴링 작업의 모델링과 진단법에 관한 연구 (A Study on the Modeling and Diagnostics in Drilling Operation)

  • 윤문철
    • 동력기계공학회지
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    • 제2권2호
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    • pp.73-80
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    • 1998
  • The identification of drilling joint dynamics which consists of drilling and structural dynamics and the on-line time series detection of malfunction process is substantial not only for the investigation of the static and dynamic characteristics but also for the analytic realization of diagnostic and control systems in drilling. Therefore, We have discussed on the comparative assessment of two recursive time series modeling algorithms that can represent the drilling operation and detect the abnormal geometric behaviors in precision roundshape machining such as turning, drilling and boring in precision diemaking. For this purpose, simulation and experimental work were performed to show the malfunctional behaviors for drilling operation. For this purpose, a new two recursive approach (Recursive Extended Instrument Variable Method : REIVM, Recursive Least Square Method : RLSM) may be adopted for the on-line system identification and monitoring of a malfunction behavior of drilling process, such as chipping, wear, chatter and hole lobe waviness.

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단일 계단 응답에 근거한 Wiener형 비선형 공정의 간편한 모델 확인 방법 (Single Step Response Based Method for the Simple Identification of Wiener-type Nonlinear Process)

  • 임상훈;허재필;성수환;이지태;이용제
    • Korean Chemical Engineering Research
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    • 제61권1호
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    • pp.89-96
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    • 2023
  • 동적 선형 블록과 정적 비선형 블록이 직렬로 연결되어 있는 Wiener형 비선형 모델은 여러 화학 공정의 동특성을 묘사하는데 널리 사용되는데, Wiener형 비선형 공정의 모델 확인은 다소 긴 공정 활성화 데이터가 필요하다. 본 연구는 이러한 단점을 보완하기 위하여 단일 계단 응답으로부터 Wiener형 비선형 공정 모델을 찾아낼 수 있는 새로운 모델 확인 방법을 제안한다. 제안된 방법은 계단 응답의 초기 응답으로부터 선형 동적 블록의 예측 응답을 얻어 선형 동적 블록의 모델을 확인하고, 이어서 비선형 정적 블록의 모델을 확인한다. 본 방법은 단일 계단 응답만을 사용하여 공정 모델 확인을 위해 필요한 공정 응답을 얻는 과정에서 시간과 비용적으로 큰 이득을 얻을 수 있다. 제안된 공정 확인 방법의 성능은 대표적인 Wiener형 비선형 공정인 pH 적정 공정과 액위 공정을 대상으로 검증되었다.

Iterative neural network strategy for static model identification of an FRP deck

  • Kim, Dookie;Kim, Dong Hyawn;Cui, Jintao;Seo, Hyeong Yeol;Lee, Young Ho
    • Steel and Composite Structures
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    • 제9권5호
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    • pp.445-455
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    • 2009
  • This study proposes a system identification technique for a fiber-reinforced polymer deck with neural networks. Neural networks are trained for system identification and the identified structure gives training data in return. This process is repeated until the identified parameters converge. Hence, the proposed algorithm is called an iterative neural network scheme. The proposed algorithm also relies on recent developments in the experimental design of the response surface method. The proposed strategy is verified with known systems and applied to a fiber-reinforced polymer bridge deck with experimental data.