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This article introduced the use of matrix operation of linear algebra in the cut-order planning through this method which simple and easy to understand .

这里我们提供一种方便易行的裁剪计划制定方法——阵法,这种方法不但可以让不了解线性代数的技术人员快速准确的实现裁剪分床,也可以通过计算机编程,实现裁剪计划制定的程序化。

Application of Riccati transfer matrix method to the analysis of strength and stability of submarine structure

基于 Riccati传递阵法,给出了一维不确定参数结构系统动力学响应问题的二阶摄动计算方法。

The transfer matrix method for the statics analysis of plane frame with variable section and branch is introduced.

介绍具有分支结构的变截面刚架在进行静力分析时的传递阵法。

The method for handling the singularity of the self-impedance element in MoM matrix is also presented.

量法阵中自阻抗元素的奇异性处理方法也作了详细介绍。

The method of moments is an integral equation based numerical technique is to reduce the formal problem to a set of linear equations that can be solved by matrix inversion.

作为一种基于数字技术的积分方程,量方法用来将传统的问题简化为可以用阵转换来解决的一系列方程集。

Opponents to matrix management believe that it is an outdated method to organize a company.

阵管理的反对者认为这是一个过时的方法来组织公司。

Also in the paper,we get the point estimator of unknown parameters by using the maximum likelihood estimator method and simulated moment estimator method based on the censored sample.

给出了其寿命分布函数步进形式,在截尾样本场合利用极大似然估计方法和拟估计方法求出了未知参数的点估计,最后利用计算机模拟考察了说明本文方法的可行性。

Using the characteristic found,the maximum likelihood estimators and the moment estimator s of parameters of the multivariate exponential distribution of Freund are obtained.

利用分布密度分拆的思想,导出了二元及多元Freund型指数分布的一个特征,利用该特征,获得了二元及多元Freund型指数分布参数的最大似然估计及估计,还给出了强度服从二元Fre-und型指数分布时并联结构系统的可靠度估计及模拟。

The distribution parameters have been estimated with either the maximum likelihood method or a modified moment method.

对其中的参数分别用极大似然法和改进的法进行了估计。

Considering the randomness of the structural physical parameters and utilizing the random variable's functional moment method and the algebra synthesis method, the mean value and the variance of the mean square value of the structural displacement response under stationary random excitation are computed firstly from the expressions of structural stationary response in frequency domain. And then the expressions of the mean value and the variance of stochastic rigid frames dynamic reliability are educed from the Poisson formula of calculating dynamic reliability.

考虑结构的物理参数具有随机性,从结构随机响应的频域表达式出发,利用求解随机变量数字特征的代数综合法和法,导出随机参数刚架结构在平稳随机激励下的位移及速度响应均方值的数字特征,再由动力可靠性的Poisson公式导出结构动力可靠度的计算公式。

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