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jacobian method of eigenvalue problem相关的网络例句

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Firstly, the author establish the functions of stability on the basis of the spline function method ,according to the theory of geometrical nonlinear and the theory of stability, educe the stability equation of structure based on variational principle, then carry through the flexuosity analysis of CFST arch.The big distortion geometrical nonlinear was considered by the stability equation,the author simplified the problem of geometrical nonlinear through ignored quadratic term and reserve the simple term, at last boiled down to solve the linear stability equation of eigenvalue .

利用样条函数方法、根据几何非线性变形理论和结构稳定性理论,先建立起结构稳定的泛函,再由变分原理导出结构的稳定方程,进行钢管混凝土拱屈曲分析;本文所建立的稳定方程考虑了几何非线性的大变形效应,通过忽略几何非线性的二次项,保留一次项,将几何非线性问题简化,最后归结为求解线性稳定问题的特征值稳定方程,建立了结构非线性静力稳定性问题的新算法及失稳类型判别准则。

A method is presented to identify parameters of dynamic models with the Bayes estimators of measurement frequencies. This is based on the solution of an inverse generalized eigenvalue problem.

将统计分析中的 Bayes 方法应用到参数识别问题中,提出了利用测量频率的 Bayes 估计识别动力学模型的方法,该方法是基于广义逆特征值问题的解。

First, based upon the fields in the single cavities, open and short modes are constructed, whose coupling holes on disks are shorted magnetically and electrically respectively. Second, the whole field in the chain is expanded with the short and open modes. With the Galerkin method and the second vector Green theorem, it is possible to describe the physics problem by a simple general eigenvalue matrix equation. Here, the dispersion curves in periodical structures are available.

它首先利用有限元等方法计算各加速单腔中的电磁场,根据一定规则构造成所需的开模和闭模,然后把整个长腔链加速结构中的场用这些开模和闭模展开,再利用伽略金方法和第二矢量格林定理进行数学变换,考虑各模式在加速腔壁和腔间耦合孔处的边界条件后,就能把加速结构中电磁场用数学上的广义本征值矩阵问题描述,从而能够得到所求的色散曲线和电磁场形态。

The sensitivity characteristics of the natural vibration frequencies and mode shapes of vibration structures with respect to mass and stiffness modifications are analysed based on the matrix perturbation method of the linear generalized eigenvalue problem.

基于线性广义特征值问题的矩阵摄动重分析公式,较为系统地分析了振动系统各阶固有振频及固有振型随结构质量和刚度的修改的灵敏度特性,得出了一系列具有重要实用意义的结论,指出了对结构进行摄动修改的最灵敏位置。

The paper first studies the primary analyse method of static voltage stability problem such as continuous power flow, sensitivity analysis and eigenvalue structure analysis.

本文首先对静态电压稳定性的主要分析方法如连续潮流法、灵敏度分析法和特征结构分析法进行研究,介绍了它们各自的原理、特点以及在电压稳定分析中的作用。

For the raft, an isoparametric element method and VoigtKelvin model are adopted, which can be used to derive viscoelastic element stiffness matrices, a reform of successive approximation of Rayleigh Quotient is used to solve the eigenvalue problem of the composite structure.

对于筏架结构,采用Voiget-Kelvin模型及等参元法,推导了约束阻尼层单元的刚度阵及将Rayleigh商的迭代步骤加以改进的方法来进行特征分析;对于艇体结构与声学介质耦合部分,采用艇体结构的"干"模态作坐标变换。

In this paper as an example of a typical large-span dome roof, the direct superposition method of Ritz vectors are used in the solution of the eigenvalue problem and the calculation of wind-induced response of the roofs.

大跨屋盖特徵值问题的求解是结构动力响应分析中最繁琐的一个环节,而且一些对结构响应贡献较大的高阶模态容易在传统的模态叠加法中被忽略。

In this paper as an example of a typical large-span dome roof, the direct superposition method of Ritz vector s are used in the solution of the eigenvalue problem and the cal.

本文以典型的大跨圆拱屋盖为例,将里兹向量直接叠加法应用于屋盖系统特征值问题计算和风致响应分析,其特点是在误差逼近的基础上自动生成一组正交的里兹向量并用于缩减系统自由度数。

A rounding error analysis of the symplectic Lanczos method is given for the Hamiltonian eigenvalue problem.

给出了求解大规模、稀疏Hamilton矩阵特征问题的辛Lanczos算法的舍入误差分析。

Moreover, a rounding error analysis of the symplectic Lanczos method is given for the Hamiltonian eigenvalue problem.

寻找一个稳定的有效的保结构的求解Hamilton特征问题的算法以及如何稳定有效地求解大规模Hamilton矩阵特征问题的辛Lanczos算法一直是数值界迫切需要研究的课题。

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