• 제목/요약/키워드: eigenvalue analysis

검색결과 791건 처리시간 0.028초

다기 전력시스템의 동적안정도 향상을 위해 UPFC 연계시 고유치 분포 해석 (Eigenvalue Distribution Analysis Via UPFC for Enhancing Dynamic Stability Into the Multi-machine Power System)

  • 김종현;정창호;김진오
    • 대한전기학회논문지:전력기술부문A
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    • 제52권9호
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    • pp.487-492
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    • 2003
  • This paper analyzes an eigenvalue distribution and enhancement of the small signal stabiligy when an Unified Power Flow Controller (UPFC) modeling is connected into the multi-machine power system. Recently a lot of attention has been paid to the subject of dynamic stability. It deals with analysis of eigenvalue sensitivities with respect to parameters of UPFC Controller and damping of interarea and local electromechanical oscillation modes using UPFC Controller. It provides an insight and understanding in the basic characteristics of damping effects of UPFC Controller and shows a very stable frequency response via UPFC in test model. The series branch of the UPFC is designed to damp the power oscillation during transients, while the shunt branch aims at maintaining the bus voltage and angle. Comprehensive time-domain simulation studies using PSS/E show that the proposed robost UPFC controller can enhance the small signal stability efficiently in spite of the variations of power system operating conditions.

틸팅차량용 휠 제동장치의 스퀼 소음 해석 (Analysis on the Squeal Noise of Wheel Brake System for Tilting Train)

  • 차정권;박영일
    • 한국소음진동공학회논문집
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    • 제20권1호
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    • pp.98-105
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    • 2010
  • Squeal, a kind of self-excited vibration, is generated by the friction between the disc and the friction materials. It occurs at the ending stage of the braking process, and radiates and audible frequency range of 1 kHz to 10 kHz. Squeal is generated from unstability because of the coupling between the translation and rotation of the system. This instability is caused by the follower force and follower force is normal component of the friction force. In this paper modal analysis of wheel brake system was performed in order to predict the squeal phenomenon. It was shown that the prediction of system instability is possible by FEM. A finite element model of that brake system was made. Some parts of a real brake was selected and modeled. Modal analysis method performs analyses of each brake system component. Experimental modal analysis was performed for each brake components and experimental results were compared with analytical results from FEM. To predict the dynamic unstability of a whole system, the complex eigenvalue analysis for assembly modeling of components confirmed by modal analysis is performed. The finite element models of the disk brake assembly have been constructed, and the squeal noise problems have been solved by complex eigenvalue analysis. The complex eigenvalue analysis results compared with real train test.

Eigenvalue Analysis of Rectangular Mindlin Plates by Chebyshev Pseudospectral Method

  • Lee, Jinhee
    • Journal of Mechanical Science and Technology
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    • 제17권3호
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    • pp.370-379
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    • 2003
  • A study of free vibration of rectangular Mindlin plates is presented. The analysis is based on the Chebyshev pseudospectral method, which uses test functions that satisfy the boundary conditions as basis functions. The result shows that rapid convergence and accuracy as well as the conceptual simplicity are achieved when the pseudospectral method is applied to the solution of eigenvalue problems. Numerical examples of rectangular Mindlin plates with clamped and simply supported boundary conditions are provided for various aspect ratios and thickness-to length ratios.

다중 언덕형 광도파로/양자우물의 WKB 고유방정식 (WKB eigenvalue equation for multiple graded-index waveguides/quantum-wells)

  • 김창민;임영준
    • 전자공학회논문지A
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    • 제33A권11호
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    • pp.120-127
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    • 1996
  • In the WKB analysis, we propose the new forms of the trial eigenfunctions which not only converge at the turning points but also approximate to the conventional WKB solutions away from the turning points. The eigenvalue equation of multiple waveguides with graded index profile are derived by using the proposed WKB analysis and the transfer matrix method. The drived equation sare represented in the recursive form. The results of the eigenvalue equation sare comapred with those of the FDM, one of the well-known computational methods, for a three-waveguide coupler.

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IEEE SSR 벤치마크 시스템 고유치 해석과 시간영역 검증 (Eigenvalue analysis of IEEE SSR Benchmark System and Its Time-Domain Validation)

  • 김동준;문영환;송충기
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2007년도 제38회 하계학술대회
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    • pp.446-448
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    • 2007
  • This paper presents the high frequency (HF) eigenvalue results against IEEE SSR First Benchmark Mode and validation using the simultaneous time-domain simulation program, PSCAD/EMTDC. Two results show a little difference but not much. Particularly, HF eigenvalue analysis results tends to give more conservative results compared to those of the exact time-domain simulation.

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고유값 분석을 이용한 효과적인 후판의 직선 검출 (Effective Line Detection of Steel Plates Using Eigenvalue Analysis)

  • 박상현;김종호;강의성
    • 한국정보통신학회논문지
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    • 제15권7호
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    • pp.1479-1486
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    • 2011
  • 본 논문에서는 후판 영상에서 직선 패턴을 검출하는 간단하면서도 정확한 알고리즘을 제안한다. 후판의 직선 검출은 후판 영상으로부터 후판에 관련된 정보를 분석하거나 인식할 때 기본적으로 사용되는 핵심적인 알고리즘이다. 제안하는 알고리즘에서는 마스크를 이용하여 전체 영상을 탐색하면서 에지 영상을 분석한다. 먼저 마스크에 위치한 에지 패턴의 픽셀들에 대한 공분산 행렬을 계산하고 공분산 행렬의 고유값과 에지 패턴의 통계적 기하학적인 특성 사이의 관계를 분석하여 직선 에지를 검출한다. 직선 패턴이 중복된 에지 영상에 대해서는 모든 직선을 정확하게 검출하기 위하여 먼저 각 직선 패턴을 전체 영상에서 분리한 후 고유값을 계산한다. 또한 에지를 구성하는 픽셀의 수와 에지의 방향 정보를 이용하여 불필요한 직선 에지들을 제거함으로써 후판의 직선 에지를 정확하게 검출하도록 한다. 다양한 후판 영상에 대해서 실험을 수행한 결과는 제안하는 알고리즘이 고유값을 이용한 기존 알고리즘 보다 우수함을 보여준다.

The structured multiparameter eigenvalue problems in finite element model updating problems

  • Zhijun Wang;Bo Dong;Yan Yu;Xinzhu Zhao;Yizhou Fang
    • Structural Engineering and Mechanics
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    • 제88권5호
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    • pp.493-500
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    • 2023
  • The multiparameter eigenvalue method can be used to solve the damped finite element model updating problems. This method transforms the original problems into multiparameter eigenvalue problems. Comparing with the numerical methods based on various optimization methods, a big advantage of this method is that it can provide all possible choices of physical parameters. However, when solving the transformed singular multiparameter eigenvalue problem, the proposed method based on the generalised inverse of a singular matrix has some computational challenges and may fail. In this paper, more details on the transformation from the dynamic model updating problem to the multiparameter eigenvalue problem are presented and the structure of the transformed problem is also exposed. Based on this structure, the rigorous mathematical deduction gives the upper bound of the number of possible choices of the physical parameters, which confirms the singularity of the transformed multiparameter eigenvalue problem. More importantly, we present a row and column compression method to overcome the defect of the proposed numerical method based on the generalised inverse of a singular matrix. Also, two numerical experiments are presented to validate the feasibility and effectiveness of our method.

임의 형상 고정단 평판의 고정밀도 고유치 해석을 위한 파동 함수 기반 무요소법 (Meshless Method Based on Wave-type Function for Accurate Eigenvalue Analysis of Arbitrarily Shaped, Clamped Plates)

  • 강상욱
    • 한국소음진동공학회논문집
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    • 제26권5호
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    • pp.602-608
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    • 2016
  • The paper proposes a practical meshless method for the free vibration analysis of clamped plates having arbitrary shapes by extending the non-dimensional dynamic influence function (NDIF) method, which was developed by the author in 1999. In the proposed method, the domain and boundary of the plate of interest are discretized using only nodes without elements unlike FEM and the system matrices are obtained by making domain nodes and boundary nodes satisfy the governing differential equation and boundary conditions, respectively. However, since the above system matrices are not square ones, the problem of free vibrations of clamped plates is not reduced to an algebraic eigenvalue problem. An additional theoretical treatment is considered to produce an algebraic eigenvalue problem. It is revealed from case studies that the proposed method is valid and accurate.

Interval finite element method based on the element for eigenvalue analysis of structures with interval parameters

  • Yang, Xiaowei;Chen, Suhuan;Lian, Huadong
    • Structural Engineering and Mechanics
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    • 제12권6호
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    • pp.669-684
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    • 2001
  • A new method for solving the uncertain eigenvalue problems of the structures with interval parameters, interval finite element method based on the element, is presented in this paper. The calculations are done on the element basis, hence, the efforts are greatly reduced. In order to illustrate the accuracy of the method, a continuous beam system is given, the results obtained by it are compared with those obtained by Chen and Qiu (1994); in order to demonstrate that the proposed method provides safe bounds for the eigenfrequencies, an undamping spring-mass system, in which the exact interval bounds are known, is given, the results obtained by it are compared with those obtained by Qiu et al. (1999), where the exact interval bounds are given. The numerical results show that the proposed method is effective for estimating the eigenvalue bounds of structures with interval parameters.