• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 추계학술대회 논문집
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• pp.72-77
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• 2011

In this study, the natural frequencies and mode shape of an external mounting pod were verified using the modal analysis and modal testing technique for a pod mounted on an aircraft. The procedure associated with the FEM building of an external mounted pod to predict the dynamic behavior of aircraft structures is described. The simplified FEM reflecting the results of the modal testing of a pod is built through the optimization, applied to the structural dynamic model of an Aircraft, used to verified the stability of vibration and flutter of an aircraft.

• 한국공작기계학회논문집
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• 제14권4호
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• pp.7-12
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• 2005

This study predicts the modified eigenvectors and eigenvalues of the damped structure due to the change in the mass, damping and stiffness of structure by calculation of the sensitivity coefficient using the original dynamic characteristic. The method is applied to examples of the damped 3 degree of freedom system by modifing the mass, damping and stiffness. The predicted dynamic characteristics are in good agreement with these from the structural reanalysis using the modified mass, damping and stiffness.

• 대한전기학회논문지
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• 제36권11호
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• pp.813-818
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• 1987

본 논문에서는 AR모델링 기법과 Principal Component Analysis를 이용하여 주파수 분해능이 좋은 스펙트럼 추정방법을 제안하였다. 주어진 데이타를 고유벡터에 의해 전개하고, 각 고유벡터에 대하여 AR스펙트럼추정기법에 의하여 고유 스펙트럼을 구하고, 이것을 고유치로 가중하여 합성함으로써 주파수 분해능력이 좋은 스펙트럼 추정치를 얻을 수 있다. 계산량은 증가하지만, 특히 짧은 데이타, 협대역 신호, 그리고 신호대 잡음비가 낮은 경우에 비헤서도 정확한 스펙트럼 추정이 가능하다는 것을 컴퓨터 시뮬레이션을 통해 확인 하였다.

• Geomechanics and Engineering
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• 제35권5호
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• pp.465-473
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• 2023

The higher order shear deformable model and an exact analytical method is used for analytical bending analysis of a cylindrical shell subjected to mechanical loads, in this work. The shell is modelled using sinusoidal bivariate shear strain theory, and the static governing equations are derived using changes in virtual work. The eigenvalue-eigenvector method is used to exactly solve the governing equations for a constrained cylindrical shell The proposed kinematic relation decomposes the radial displacement into bending, shearing and stretching functions. The main advantage of the method presented in this work is the study of the effect of clamping constraints on the local stresses at the ends. Stress, strain, and deformation analysis of shells through thickness and length.

• 한국통신학회논문지
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• 제41권8호
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• pp.868-876
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• 2016

MUSIC(multiple signal classification) 알고리즘은 고유값(eigenvalue)과 고유벡터(eigenvector)를 이용하여 표적의 도래각을 추정하는 대표적인 알고리즘이다. 일반적으로 고유값과 고유벡터는 고유치 해석(eigen-analysis)을 이용하여 구할 수 있으나, 계산 복잡도가 높고 수렴 시간의 긴 문제점이 있다. 그러므로 저가형 실시간 시스템 구현에 한계가 있다. 이런 문제를 개선한 고유치 해석 방법으로 QR 반복법이 제안되었으나, 기존의 QR 반복법 수렴 판단 방법으로는 MUSIC 알고리즘 적용에 부적합하다는 한계가 있다. 본 논문에서는 QR 반복법의 고유치 기반의 기존 수렴 판단 방법의 문제점을 분석하고, 고유벡터를 활용한 개선된 수렴 판단 방법을 제안한다.

• 대한기계학회논문집A
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• 제21권5호
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• pp.707-718
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• 1997

This paper presents an efficient numerical method for the computation of eigenpair derivatives for a real symmetric eigenvalue problem with distinct and multiple eigenvalues. The method has a very simple algorithm and gives an exact solution. Furthermore, it saves computer sotrage and CPU time. The algorithm preserves not only the symmetricity but also the band width of the matrices, allowing efficient computer storage and solution techniques. Results from the proposed method for calculating the eigenpair derivatives are compared with those from Rudisill and Chu's method and Nelson's method which is known efficient one in the case of distinct natural frequencies. As an example to demonstrate the efficiency of the proposed method in the case of distinct eigenvalues, a cantilever plate is considered. The design parameter of the cantilever plate is its thickness. For the eigenvalue problem with multiple natural frequencies, the adjacent eigenvectors are used in the algebraic equation as side conditions, lying adjacent to the multiplicity of multiple natural frequency distinct eigenvalues, which appear when design parameter varies. A cantilever beam is used to demonstrate the efficiency of the proposed method in the case of multiple natural frequencies. Results form the proposed method for calculating the eigenpair derivatives are compared with those from Dailey's method(an amendation of Ojalvo's work) which finds the exact eigenvector derivatives. The design parameter of the cantilever beam is its height. Data is presented showing the amount of CPU time used to compute the first ten eigenpair derivatives by each method. It is important to note that the numerical stability of the proposed method is proved.

• 한국전산구조공학회논문집
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• 제27권2호
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• pp.63-70
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• 2014

본 논문에서는 압전 수정진동자의 설계민감도 해석 및 위상 최적설계 기법을 개발하였다. 압전 수정진동자는 가해지는 전하에 의해 두께방향 전단 변형하게 되거나, 혹은 그 반대방향으로 기계 변형에 의해 전기적 신호를 검출하게 된다. 엄밀한 두께방향 전단해석을 위해 두께방향으로 고차 보간을 하는 고차 민들린(Mindlin) 판 이론을 도입하였다. 압전 수정진동자에서 수정판은 부도체이기 때문에 전기적 신호를 검출하거나 전기적 신호에 의해 수정판을 기계적으로 진동시키기 위해 수정판의 상/하 표면에 얇은 전극경을 도포한다. 비록 전극경이 매우 얇기는 하지만 그 무게와 형상에 따라 진동자의 거동이 달라지기 때문에, 설계민감도 해석 및 위상 최적설계를 위한 설계변수는 전극경의 질량 밀도와 관계된다. 따라서 위상 최적설계 문제는 두께방향 전단 변형에너지를 최대화하는 최적의 전극경 분포를 구하도록 구성한다. 또한 보다 의미있는 설계안을 얻기 위해 전극경의 재료량과 면적에 제약조건을 부여한다. 두께방향 전단 주파수(고유치)와 상응하는 모드형상(고유벡터)에 대한 설계구배는 고유벡터 확장법을 이용한 해석적 설계민감도 해석법을 통해 매우 효율적이고 정확하게 계산될 수 있다. 수치예제를 통해 제안된 해석적 설계민감도가 유한차분 설계민감도와 비교하여 매우 효율적이고 정확하게 계산됨을 확인하였다. 또한 위상 최적설계를 통해 도출된 최적 전극경 설계가 모드형상과 두께방향 전단 변형에너지를 개선시킴을 확인하였다.

• 산업기술연구
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• 제17권
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• pp.255-260
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• 1997

The analysis of eigenvalue and eigenvector is a crucial procedure for many electromagnetic computation problems. Although it is always the case in practice that only selected eigenpairs are needed, computation of eigenpair still seems to be a time-consuming task. In order to compute the eigenpair more quickly, there are two resorts: one is to select a good algorithm with care and another is to use parallelization technique to improve the speed of the computing. In this paper, one of the best eigensolver, the Davidson method, is parallelized on a cluster of workstations. We apply this scheme to a ridged waveguide design problem and obtain promising linear speedup and scalability.

• 대한기계학회논문집A
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• 제24권8호
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• pp.2108-2114
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• 2000

The buckling of two elastic layers bonded to a semi-infinite substrate under a transverse compressive plane strain is investigated. Incremental deformation theory, which considers the effect of the initial stress on the incremental stress field, is employed to describe the buckling behavior of both two isotropic layers and the semi-infinite substrate. The problem is converted to an eigenvalue-eigenvector case, from which the critical buckling strain and the buckling wavelength are obtained. The results are presented on the effects of the layer geometries and material properties on the buckling behavior.

• Structural Engineering and Mechanics
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• 제58권6호
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• pp.1001-1020
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• 2016

The study is to investigate the free vibration of antisymmetric angle-ply conical shells having non-uniform sinusoidal thickness variation. The arbitrarily varying thickness is considered in the axial direction of the shell. The vibrational behavior of shear deformable conical shells is analyzed for three different support conditions. The coupled differential equations in terms displacement and rotational functions are obtained. These displacement and rotational functions are invariantly approximated using cubic spline. A generalized eigenvalue problem is obtained and solved numerically for an eigenfrequency parameter and an associated eigenvector of spline coefficients. The vibration characteristic of the shells is examined for cone angle, aspect ratio, sinusoidal thickness variation, layer number, stacking sequence, and boundary conditions.