共查询到20条相似文献,搜索用时 31 毫秒
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This paper presents methods for computing a second-order sensitivity matrix and the Hessian matrix of eigenvalues and eigenvectors of multiple parameter structures. Second-order perturbations of eigenvalues and eigenvectors are transformed into multiple parameter forms,and the second-order perturbation sensitivity matrices of eigenvalues and eigenvectors are developed.With these formulations,the efficient methods based on the second-order Taylor expansion and second-order perturbation are obtained to estimate changes of eigenvalues and eigenvectors when the design parameters are changed. The presented method avoids direct differential operation,and thus reduces difficulty for computing the second-order sensitivity matrices of eigenpairs.A numerical example is given to demonstrate application and accuracy of the proposed method. 相似文献
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Every matrix is similar to a matrix in Jordan canonical form, which has very important sense in the theory of linear algebra and its engineering application. For a matrix with multiplex eigenvalues , an algorithm based on the singular value decomposition ( SVD ) for computing its eigenvectors and Jordan canonical form was proposed. Numerical simulation shows that this algorithm has good effect in computing the eigenvectors and its Jordan canonical form of a matrix with multiplex eigenvalues. It is superior to MATLAB and MATHEMAtICA. 相似文献
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利用奇异值分解方法来讨论系统广义模态的可控可观性的量度问题,得到了亏损系统广义模态可控可观性的量度指标,同时用实例说明了本文方法是有效的。 相似文献
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时域模态参数识别的直接特征系统实现算法 总被引:1,自引:0,他引:1
本文提出了一种新的结构模态参数识别算法,称为直接特征系统实现算法(DERA)。直接采用时域多输入多输出数据构成线性时不变离散系统的最小实现,并利用系统矩阵的特征值和特征向量求取模态参数。输入输出数据的直接应用避免了利用脉冲响应函数作原始数据的ERA、PRCE等算法的一些局限。奇异值分解技术的引入使系统的定阶和实现更方便,并具有了更良好的数值稳定性。为验证算法,构造了一个五自由度的弹簧质量系统进行数值模拟。良好的数值结果证明了本算法的有效性,并表明本算法对密集模态仍有较高的识别精度。 相似文献
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本文利用子结构和Lanczos方法,提出了大型结构固有频率与模态的并行解法。该方法在Lanczos方法的求解过程中,仅利用子结构刚度阵和质量阵并行进行凝聚,进而求得新的迭代矢量,最终求得三对角阵对应的特征值和特征向量。该算法在西安交通大学ELXSI-6400并行计算机上程序实现,计算结果表明能有效地节省计算时间和计算机的内存,为一种有效的大型工程结构动力问题的求解方法。 相似文献
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In this paper, the on-orbit identification of modal parameters for a spacecraft is investigated. Firstly, the cou-pled dynamic equation of the system is established with the Lagrange method and the stochastic state-space model of the system is obtained. Then, the covariance-driven stochas-tic subspace identification (SSI-COV) algorithm is adopted to identify the modal parameters of the system. In this algo-rithm, it just needs the covariance of output data of the system under ambient excitation to construct a Toeplitz matrix, thus the system matrices are obtained by the singular value decom-position on the Toeplitz matrix and the modal parameters of the system can be found from the system matrices. Finally, numerical simulations are carried out to demonstrate the validity of the SSI-COV algorithm. Simulation results indi-cate that the SSI-COV algorithm is effective in identifying the modal parameters of the spacecraft only using the output data of the system under ambient excitation. 相似文献
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K. Koohestani 《International Journal of Solids and Structures》2012,49(5):739-747
We propose an efficient method for the form-finding of tensegrity structures. The force densities of each tensegrity are obtained by the minimisation of a particular objective function, leading to a semi-positive definite force density matrix (a super-stable tensegrity) with a required rank deficiency. A genetic algorithm is used as a global search technique for the minimisation. The geometry of a tensegrity is subsequently formed based on those eigenvectors of the force density matrix corresponding to zero eigenvalues. Furthermore, two other methods are introduced to convert the asymmetrical geometry obtained from the main algorithm into its symmetrical counterparts. This transformation in geometry is performed by finding a suitable linear combination of the mentioned eigenvectors. Examples from well-known tensegrities including prismatic, truncated tetrahedron, expandable octahedron and truncated icosahedron tensegrities are studied using the present method, and the results obtained are compared with those documented in the literature to verify the efficiency of the present method. 相似文献
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The state space reconstruction technology of different kinds of chaotic data obtained from dynamical system 总被引:7,自引:0,他引:7
Certain deterministic nonlinear systems may show chaotic behavior. We consider the motion of qualitative information and the
practicalities of extracting a part from chaotic experimental data. Our approach based on a theorem of Takens draws on the
ideas from the generalized theory of information known as singular system analysis. We illustrate this technique by numerical
data from the chaotic region of the chaotic experimental data. The method of the singular-value decomposition is used to calculate
the eigenvalues of embedding space matrix. The corresponding concrete algorithm to calculate eigenvectors and to obtain the
basis of embedding vector space is proposed in this paper. The projection on the orthogonal basis generated by eigenvectors
of timeseries data and concrete paradigm are also provided here. Meanwhile the state space reconstruction technology of different
kinds of chaotic data obtained from dynamical system has also been discussed in detail.
The project supported by the National Natural Science Foundation of China (19672043) 相似文献
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Weixiang Zhang 《Archive of Applied Mechanics (Ingenieur Archiv)》2009,79(9):793-806
The traditional Saint-Venant problem of three-dimensional viscoelasticity is discussed under the Hamiltonia system with the
use of the Laplace integral transformation, and the original problem is transformed into finding eigenvalues and eigenvectors
of the Hamiltonia operator matrix. Since local effect near the boundary is usually neglected, all solutions of Saint-Venant
problems can be obtained directly by the combinations of zero eigenvectors. Moreover, the adjoint relationships of the symplectic
orthogonality of zero eigenvectors in the Laplace domain are generalized to the time domain. Therefore the problem can be
discussed directly in the eigenvector space of the time domain, and the iterative application of Laplace transformation is
not needed. Simply by applying the adjoint relationships of the symplectic orthogonality, an effective method for boundary
condition is given. Based on this method, some typical examples are discussed, in which the whole character of total creep
and relaxation of viscoelasticity is clearly revealed. 相似文献
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This paper presents a numerical method, a transmission matrix method, for the wave propagation in viscoelastic stratified saturated porous media. The wave propagation in saturated media, based on Biot theory, is a coupled problem. In this stratified three-dimensional model we do the Laplace transform for the time variable and the Fourier transform for the horizontal space coordinate. The original problem is transformed into ordinary differential equations with six independent unknown variables, which are only the function of the coordinate of depth. Thus, we get a transmission matrix of the wave problem for each layer. In the process of solution we use numerical method to calculate the eigenvalues and the eigenvectors of the transmission matrices. In the first step of the solution process we can obtain the wave field in the transformed space. The fast Fourier transform (FFT) method is used to do the inverse Laplace and the inverse Fourier transforms to get the solution in the time space. The detailed formulae are derived and some numerical examples are given. 相似文献
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Alexander P. Seyranian 《基于设计的结构力学与机械力学》2013,41(2):261-284
ABSTRACT This paper is devoted to sensitivity analysis of eigenvalues of nonsym-metric operators that depend on parameters. Special attention is given to the case of multiple eigenvalues. Due to the nondifferentiability (in the common sense) of multiple roots, directional derivatives of eigenvalues and eigenvectors in parametric space are obtained. Sensitivity analysis is based on the perturbation method of eigenvalues and eigenvectors. The generalized eigenvalue problem and vibrational systems are also investigated. Strong and weak interaction of eigenvalues are distinguished and interactions in two- and three-dimensional space are treated geometrically. It is shown that the strong interaction of eigenvalues is a typical catastrophe. Simple examples that illustrate the main ideas are presented. The results obtained are important for qualitative and quantitative study of mechanical systems subjected to static and dynamic instability phenomena. 相似文献
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针对动对动相对定位基线矢量实时变化导致整周模糊度浮点解在动态情况下难以快速精确求解的问题,提出了一种北斗双频动对动相对定位算法:对组合双差方程基线向量的系数矩阵进行奇异值分解,并变换组合双差方程以消除基线参量,将变参数估计问题转化为定参数估计问题,然后采用递推最小二乘算法实时推算组合模糊度的浮点解及其协方差矩阵,在此基础上,采用最小二乘模糊度降相关平差法(LAMBDA)搜索和固定组合模糊度。试验结果表明,该方法能够快速准确固定组合模糊度,与单频解算相比,初始化时间用时更短,基线误差在5 cm以内,能较好地适用于动对动相对定位。 相似文献
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Chun Nam Wong Hong-Zhong Huang Jingqi Xiong Hua Long Lan 《Archive of Applied Mechanics (Ingenieur Archiv)》2011,81(4):451-472
A general method is formulated to estimate damage location and extent from the explicit perturbation terms in specific set
of eigenvectors and eigenvalues. At first, perturbed orthonormal equation is generated from the perturbation of eigenvectors
and eigenvalues to obtain the k-th explicit perturbation coefficients. At second, perturbed eigenvalue equation is generated from the perturbation of eigenvector
and eigenvalue, and first-order expansion of the stiffness matrix to obtain other explicit perturbation coefficients. Stiffness
parameters are computed from these equations using an optimization method. The algorithm is iterative and terminates under
certain criteria. A fixed–fixed modular beam with various numbers of elements is used as test structure to investigate the
applicability of the developed approach. By comparison with the Euler–Bernoulli beam, discretization errors are analyzed.
In six elements beam, first-order algorithm converges faster for small percentage damage. Second-order algorithm is more efficient
for medium percentage damage. For large percentage damage, the second-order algorithm converges more effectively. Meanwhile,
for eight elements large percentage damage and ten elements small percentage damage, second-order algorithm converges faster
to the termination criterion. 相似文献
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基于陀螺模态综合法,从总装阵的块式结构出发,构造性地证明了具有n片桨叶的旋翼型结构陀螺特征值问题存在一系列的(n-3)重特征根,得到了对应的(n-3)个完备的振型.结论进而推广到有阻尼的旋翼型结构.继续研究证明过程表明:结论适用于更广泛的一类具有重复子结构的结构系统,结果表明这类结构几何上的重复性或对称性导致的重根不会引入退化性.不同类型的算例验证了所得到的解析结果.本文还试图说明动力子结构法的定性性质保持特性是值得继续探讨的课题 相似文献