• 제목/요약/키워드: Iteration Method

검색결과 1,145건 처리시간 0.032초

비비례 감쇠 구조의 고유치 문제에 대한 반복적인 동적 축소법 (Dynamic Condensation using Iterative Manner for Structural Eigenproblem with Nonproportional Damping)

  • 조맹효;최동수
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.342-349
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    • 2008
  • A selection method of primary degrees of freedom in dynamic condensation for nonproportional damping structures is proposed. Recently, many dynamic condensation schemes for complex eigenanalysis have been applied to reduce the number of degrees of freedom. Among them, iterative scheme is widely used because accurate eigenproperties can be obtained by updating the transformation matrix in every iteration. However, a number of iteration to enhance the accuracy of the eigensolutions may have a possibility to make the computation cost expensive. This burden can be alleviated by applying properly selected primary degrees of freedom. In this study, which method for selection of primary degrees of freedom is best fit for the iterative dynamic condensation scheme is presented through the results of a numerical experiment. The results of eigenanalysis of the proposed method is also compared to those of other selection schemes to discuss a computational effectiveness.

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Operator-splitting methods respecting eigenvalue problems for shallow shelf equations with basal drag

  • Geiser, Jurgen;Calov, Reinhard
    • Coupled systems mechanics
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    • 제1권4호
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    • pp.325-343
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    • 2012
  • We present different numerical methods for solving the shallow shelf equations with basal drag (SSAB). An alternative approach of splitting the SSAB equation into a Laplacian and diagonal shift operator is discussed with respect to the underlying eigenvalue problem. First, we solve the equations using standard methods. Then, the coupled equations are decomposed into operators for membranes stresses, basal shear stress and driving stress. Applying reasonable parameter values, we demonstrate that the operator of the membrane stresses is much stiffer than the operator of the basal shear stress. Here, we could apply a new splitting method, which alternates between the iteration on the membrane-stress operator and the basal-shear operator, with a more frequent iteration on the operator of the membrane stresses. We show that this splitting accelerates and stabilize the computational performance of the numerical method, although an appropriate choice of the standard method used to solve for all operators in one step speeds up the scheme as well.

동등하중함수를 이용한 $\mu$-최적제어기 설계 ($\mu$optimal controller design using equivalent weighting function)

  • 방경호;이연정;박홍배
    • 전자공학회논문지S
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    • 제34S권1호
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    • pp.65-71
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    • 1997
  • In this paper, we propose a new .mu.-controller design method using an equivalent weighting function $W_{\mu}$(s). The proposed mehtod is not guaranteed to converge to the minimum as D-K and .mu.-K iteration method. However, the robust performance problem can be converted into an equivalent $H^{\infty}$ optimization problem of unstructured uncertainty by using an equivalent weightng function $W_{\mu}$(s). Also we can find a .mu.-optimal controller iteratively using an error index $d_{\epsilon}$ of differnce between maximum singular value and .mu.-norm. And under the condition of the same order of scaling functions, the proposed method provides the .mu.-optimal controller with the degree less than that obtained by D-K iteration..

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등급 양방향 진화적 구조 최적화 기법을 이용한 구형 압력용기 노즐부의 형상최적화 (Shape Optimization on the Nozzle of a Spherical Pressure Vessel Using the Ranked Bidirectional Evolutionary Structural Optimization)

  • 이영신;류충현
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.752-757
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    • 2001
  • To reduce stress concentration around the intersection between a spherical pressure vessel and a cylindrical nozzle under various load conditions using less material, the optimization for the distribution of reinforcement has researched. The ranked bidirectional evolutionary structural optimization(R-BESO) method is developed recently, which adds elements based on a rank, and the performance indicator which can estimate a fully stressed model. The R-BESO method can obtain the optimum design using less iteration number than iteration number of the BESO. In this paper, the optimized intersection shape is sought using R-BESO method for a flush and a protruding nozzle. The considered load cases are a radial compression, torque and shear force.

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스펙트럼 영역에서 반복법을 이용한 저항띠의 유도전류 계산 (Computation of induced currents on a resistive strip by the iteration method in the spectral domain.)

  • 양승인;나영진;전주성;백덕수;윤의중
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1988년도 전기.전자공학 학술대회 논문집
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    • pp.439-441
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    • 1988
  • The induced currents on a uniform resistive strip by a H-polarized plane wave are obtained by the iteration method in the spectral domain and compared with the results by the moment method.

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Hermitian 행렬의 고유쌍을 계산하는 효율적인 알고리즘 (Efficient Algorithms for Computing Eigenpairs of Hermitian Matrices)

  • 전창완;김형중;이장규
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1995년도 하계학술대회 논문집 B
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    • pp.729-732
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    • 1995
  • This paper presents a Generalized Iteration (GI) which includes power method, inverse power method, shifted inverse power method, and Rayleigh quotient iteration (RQI), and modified RQI (MRQI). Furthermore, we propose a GI-based algorithm to find arbitrary eigenpairs for Hermitian matrices. The proposed algorithm appears to be much faster and more accurate than the valuable generalized MRQI of Hu (GMRQI-Hu). The idea of GI is also employed to speed up the GMRQI-Hu and we propose a modified version of Hu's GMRQI (GMRQI-Hu-mod) which is improved in the convergence rate. Some numerical simulation results are presented to confirm our contributions

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Optimum design of cable-stayed bridges

  • Long, Wenyi;Troitsky, Michael S.;Zielinski, Zenon A.
    • Structural Engineering and Mechanics
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    • 제7권3호
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    • pp.241-257
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    • 1999
  • This paper presents a procedure to minimize the cost of materials of cable-stayed bridges with composite box girder and concrete tower. Two sets of iterations are included in the proposed procedure. The first set of iteration performs the structural analysis for a cable-stayed bridge. The second set of iteration performs the optimization process. The design is formulated as a general mathematical problem with the cost of the bridge as the objective function and bending forces, shear forces, fatigue stresses, buckling and deflection as constraints. The constraints are developed based on the Canadian National Standard CAN/CSA-S6-88. The finite element method is employed to perform the complicated nonlinear structural analysis of the cable-stayed bridges. The internal penalty function method is used in the optimization process. The limit states design method is used to determine the load capacity of the bridge. A computer program written in FORTRAN 77 is developed and its validity is verified by several practical-sized designs.

ON NEWTON'S METHOD FOR SOLVING A SYSTEM OF NONLINEAR MATRIX EQUATIONS

  • Kim, Taehyeong;Seo, Sang-Hyup;Kim, Hyun-Min
    • East Asian mathematical journal
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    • 제35권3호
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    • pp.341-349
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    • 2019
  • In this paper, we are concerned with the minimal positive solution to system of the nonlinear matrix equations $A_1X^2+B_1Y +C_1=0$ and $A_2Y^2+B_2X+C_2=0$, where $A_i$ is a positive matrix or a nonnegative irreducible matrix, $C_i$ is a nonnegative matrix and $-B_i$ is a nonsingular M-matrix for i = 1, 2. We apply Newton's method to system and present a modified Newton's iteration which is validated to be efficient in the numerical experiments. We prove that the sequences generated by the modified Newton's iteration converge to the minimal positive solution to system of nonlinear matrix equations.

SWAT-CUP을 이용한 SWAT 모형 검·보정 II: 모의 실행 및 반복 횟수에 따른 불확실성 분석 (SWAT model calibration/validation using SWAT-CUP II: analysis for uncertainties of simulation run/iteration number)

  • 유지수;노준우;조영현
    • 한국수자원학회논문집
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    • 제53권5호
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    • pp.347-356
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    • 2020
  • 본 연구에서는 SWAT-CUP 프로그램을 이용한 SWAT 모형 매개변수 검·보정 수행 시 적은 계산 소요시간으로 모의 성능을 극대화할 수 있는 매개변수 보정 방안을 결정하기 위해 모의 실행 횟수에 따라 Case1~3(250, 500, 1,000번) 및 Case4(초기 1,000번, 이후 500번)로 구분하고, 이들 모의의 반복에 따른 보정 결과를 비교하였다. 선정한 목적함수에 대하여 모의 성능을 평가한 결과 각 모의 수행의 4번째 반복 이후 Case2와 Case3의 목적함수가 같은 값(MNS 0.64)에 도달했으며, 8번째 이후부터는 Case1의 목적함수도 유사한 값에 도달하는 것을 확인하였다. 그러나 매개변수의 최종 산정 값은 Case1~3이 모두 상이하게 나타났으며, Case3과 Case4의 결과만 유사하게 수렴되는 것을 확인하였다. 이의 분석을 통해 보정 결과는 매개변수 값 산정을 위한 초기 모의 실행 횟수에 큰 영향을 받는다는 것을 알 수 있었다. 반면, 초기의 매개변수 변화 폭과는 다르게 이의 반복을 통한 SWAT 모의 수행 결과는 크게 달라지지 않았다. 이와 같은 결과를 종합하여 Case4와 같이 1,000번 이상의 충분한 모의 실행 횟수 설정 후 초기 1-2회 정도 반복 수행하고, 그 이후는 모의 횟수를 줄여서 반복하는 것을 가장 효율적인 SWAT-CUP을 이용한 SWAT 모형 검·보정 방안으로 제시할 수 있었다.

능동 소나 배열의 개념 설계를 위한 반복법 기반 배열 해석 (Iteration-based Array Analysis for Conceptual Design of Active Sonar Arrays)

  • 노응휘;천원종;엄원석;빈경훈;문원규;장우석;윤홍우
    • 한국소음진동공학회논문집
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    • 제27권2호
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    • pp.221-233
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    • 2017
  • The array equations are commonly used for analysis and conceptual design of active sonar projector arrays. Calculation of the radiation impedance matrix poses a major computational bottleneck for the solution of the array equations, which leads to a dramatic increase in computational load as the number of constituent transducers increases. Here, we propose an iteration-based solution method that does not require the calculation of the radiation impedance matrix, as a computationally efficient alternative to the status quo. The validity of the iteration-based analysis is judged against the full finite-element analysis that includes the entire array as well as the medium. The array equations for the 1/3-sector of a cylindrical array comprised of 48 Tonpilz transducers are augmented by the lumped element models, and are solved iteratively for the acoustic and electro-mechanical characteristics. The iteration-based analysis exhibits rapid convergence and accuracy comparable with the FE analysis. Simulations also reveal that the acoustic coupling between transducers has more pronounced effects on the electro-mechanical characteristics of individual transducers than the acoustic performance of the array.