• 제목/요약/키워드: Novel eigenvalue analysis

검색결과 26건 처리시간 0.02초

신고유치 해석 프로그램을 이용한 직류계통 축비틀림 진동 댐핑 제어기 설계 (Design of HVDC System 550 Damping Controller Using Novel Eigenvalue Analysis Program)

  • 김동준;남해곤;문영환;김용구
    • 대한전기학회논문지:전력기술부문A
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    • 제53권3호
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    • pp.140-151
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    • 2004
  • This paper presents the HVDC system modelling for analysis of subsynchronous oscillation and the design of the subsynchronous oscillation damping controller in HVDC system with the aid of novel eigenvalue analysis program. The HVDC system models include both the steady-state model for power flow calculation and the dynamic model for constructing the state matrix. The design procedures of the subsynchronous oscillation damping controller (SODC), which is integrated with PI controller at rectifier, consist of three steps:1) to identify the dominant torsional oscillation mode in the AC/DC system;2) to determine the parameters of the SODC for compensating the phase lagging due to the rectifier controller;3) to validate the control parameters and to determine the appropriate gain using a time-domain simulation program. The proposed design method has been tested against two AC/DC systems for validation.

A New Approach to HVDC System Control for Damping SSO Using the Novel Eigenvalue Analysis Program

  • Kim, Dong-Joon;Nam, Hae-Kon;Moon, Young-Hwan
    • KIEE International Transactions on Power Engineering
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    • 제4A권4호
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    • pp.178-191
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    • 2004
  • This paper presents a new approach to HVDC system control for damping subsynchronous oscillation (SSO) involving HVDC converters and turbine generator shaft systems. This requires a novel eigenvalue analysis (NEA) program, derivation of HVDC system modeling considering steady-state conditions and dynamic conditions in the combined AC/DC system, and an appropriate control scheme. The method suggested makes possible the design of a subsynchronous oscillation damping controller (SODC) to provide positive damping torque for the range of torsional modes in combined AC/DC systems. There are three steps involved in the design of a SODC; first the worst torsional mode is determined using the NEA program, next the SODC parameters are designed for the range of that torsional mode, and then finally an off-line simultaneous time domain program such as PSCAD/EMTDC is used to verify the parameters of the SODC. The suggested SODC design method is applied to two AC/DC systems, and its practicality is verified using the PSCAD/EMTDC simulation program.

제어기정수에 대한 고유치 PERTURBATION과 대규모 전력계통의 미소신호안정도 해석 (Eigenvalue Perturbation for Controller Parameter and Small Signal Stability Analysis of Large Scale Power Systems)

  • 심관식;송성근;문채주;이기영;남해곤
    • 대한전기학회논문지:전력기술부문A
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    • 제51권11호
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    • pp.577-584
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    • 2002
  • This paper presents a novel approach based on eigenvalue perturbation of augmented matrix(AMEP) to estimate the eigenvalue for variation of controller parameter. AMEP is a useful tool in the analysis and design of large scale power systems containing many different types of exciters, governors and stabilizers. Also, it can be used to find possible sources of instability and to determine the most sensitivity parameters for low frequency oscillation modes. This paper describes the application results of AMEP algorithm with respect to all controller parameter of KEPCO systems. Simulation results for interarea and local mode show that the proposed AMEP algorithm can be used for turning controller parameter, and verifying system data and linear model.

A novel model of a nonlocal porous thermoelastic solid with temperature-dependent properties using an eigenvalue approach

  • Samia M. Said
    • Geomechanics and Engineering
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    • 제32권2호
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    • pp.137-144
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    • 2023
  • The current article studied wave propagation in a nonlocal porous thermoelastic half-space with temperature-dependent properties. The problem is solved in the context of the Green-Lindsay theory (G-L) and the Lord- Shulman theory (L-S) based on thermoelasticity with memory-dependent derivatives. The governing equations of the porous thermoelastic solid are solved using normal mode analysis with an eigenvalue approach. In order to illustrate the analytical developments, the numerical solution is carried out, and the effect of local parameter and temperature-dependent properties on the physical fields are presented graphically.

고유치를 이용한 GRIN 광섬유 내에서의 광파모드의 해석 (Numerical Analysis of Lightwave Modes in GRIN Optical Fibers by Using Eigenvalue)

  • 손영호
    • 융합보안논문지
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    • 제8권4호
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    • pp.153-159
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    • 2008
  • 최근 GRIN 다중모드 광섬유는 광대역 통신선로로써 주목받아왔으며, 광섬유 내부에서 광파의 운동은 모드간 결합, 휨에 의한 손실 등 여러 다른 연구와 맞물려 큰 관심이 되고 있다. 본 논문에서는 기존의 복잡하고 난해한 Bessel 함수를 통한 파동방정식의 해석을 피하고 파동방정식을 고유치문제(Eigenvalue Problem)로 풀이한 수치해석을 통하여, GRIN 광섬유 내에서의 각 광파의 각 의존도와 모드수동을 관찰하였다. 이 연구는 GRIN 광섬유의 다른효과(휨, 모드간 결합) 등의 추후 연구에 유용하게 쓰이리라 생각된다.

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Flutter analysis of long-span bridges using ANSYS

  • Hua, X.G.;Chen, Z.Q.;Ni, Y.Q.;Ko, J.M.
    • Wind and Structures
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    • 제10권1호
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    • pp.61-82
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    • 2007
  • This paper presents a novel finite element (FE) model for analyzing coupled flutter of long-span bridges using the commercial FE package ANSYS. This model utilizes a specific user-defined element Matrix27 in ANSYS to model the aeroelastic forces acting on the bridge, wherein the stiffness and damping matrices are expressed in terms of the reduced wind velocity and flutter derivatives. Making use of this FE model, damped complex eigenvalue analysis is carried out to determine the complex eigenvalues, of which the real part is the logarithm decay rate and the imaginary part is the damped vibration frequency. The condition for onset of flutter instability becomes that, at a certain wind velocity, the structural system incorporating fictitious Matrix27 elements has a complex eigenvalue with zero or near-zero real part, with the imaginary part of this eigenvalue being the flutter frequency. Case studies are provided to validate the developed procedure as well as to demonstrate the flutter analysis of cable-supported bridges using ANSYS. The proposed method enables the bridge designers and engineering practitioners to analyze flutter instability by using the commercial FE package ANSYS.

다중 지지된 주-부 구조물의 자유진동 (Free vibration of primary-secondary structures with multiple connections)

  • 민경원
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1991년도 가을 학술발표회 논문집
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    • pp.63-68
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    • 1991
  • The frequency window method has been extended to include strong coupling and multiple connections between the primary structure and the secondary structures. The rational polynomial expansion of the eigenvalue problem and the analytical methods for its solution are novel and distinguish this work from other eigenvalue analysis methods. The key results are the identification of parameters which quantify the resonance and coupling characteristics; the derivation of analytical dosed-form expressions describing the fundamental modal properties of the frequency windows; and the development of an iterative procedure which yields accurate convergent results for strongly-coupled primary-secondary structures.

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PSS 정수 튜닝을 위한 전력시스템 미소신호 안정도 해석 프로그램 (Computer Analysis Program of Small-Signal Stability of Power System for Tuning PSS′s parameters)

  • 김동준;문영환;허진;신정훈;김태균;추진부
    • 대한전기학회논문지:전력기술부문A
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    • 제52권5호
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    • pp.241-249
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    • 2003
  • This paper describes a novel approach for performing eigenvalue analysis and frequency domain analysis of multi-machine power system. The salient feature of this approach is a direct approach for constructing the state matrix equations of linearized power systems about its operating point using modular technique. These state matrix equations are then used to obtain eigenvalues and mode shapes of the system, and frequency response, or Bode, plots of selected transfer functions. The proposed program provides a flexible tool for systematic analyses of tuning PSS's parameters. The paper also presents its application to the analyses of a single-machine infinite bus system and two-area system with 4 machines.

Nonlinear free vibration analysis of moderately thick viscoelastic plates with various geometrical properties

  • Nasrin Jafari;Mojtaba Azhari
    • Steel and Composite Structures
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    • 제48권3호
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    • pp.293-303
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    • 2023
  • In this paper, geometrically nonlinear free vibration analysis of Mindlin viscoelastic plates with various geometrical and material properties is studied based on the Von-Karman assumptions. A novel solution is proposed in which the nonlinear frequencies of time-dependent plates are predicted according to the nonlinear frequencies of plates not dependent on time. This method greatly reduces the cost of calculations. The viscoelastic properties obey the Boltzmann integral law with constant bulk modulus. The SHPC meshfree method is employed for spatial discretization. The Laplace transformation is used to convert equations from the time domain to the Laplace domain and vice versa. Solving the nonlinear complex eigenvalue problem in the Laplace-Carson domain numerically, the nonlinear frequencies, the nonlinear viscous damping frequencies, and the nonlinear damping ratios are verified and calculated for rectangular, skew, trapezoidal and circular plates with different boundary conditions and different material properties.

다중 지지된 주-부 구조물의 자유 진동 (Free Vibration of Primary-Secondary Structures with Multiple Connections)

  • 민경원
    • 전산구조공학
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    • 제4권4호
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    • pp.97-106
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    • 1991
  • 주-부 구조물의 진동 특성을 파악하기 위한 새로운 방법인 frequency window method를 다중 지지되고 구조물간의 커플링이 강한 주-부 구조물을 해석하였다. 다항식의 합으로 표현된 특성 방정식과 이 식의 해는 기존의 고유치 해석 방법의 결과와는 다른 새로운 것으로 frequency window method의 주된 장점으로는 공진과 커플링 현상을 정량적으로 파악할 수 있는 피라미터의 정의, 전체 주-부 구조물의 모드특성을 나타내는 해석적인 식과 반복 기법의 도입으로 인한 해석 결과의 정확성등이 있다.

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