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iterative method相关的网络例句

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Chapter two mainly considers the periodic boundary value problems for impul-sive differential equations. Some existence results, obtained by the help of Schaeffers fixed point theorem and the method of upper and lower solutions coupled with the monotone iterative technique.

第二章讨论了两类周期边值问题,通过利用Schaeffer不动点定理,上下解方法和单调迭代方法,建立了解存在的充分条件。

It has become one of the important tasks in the study on modern electric system. At first, this text has briefly introduced meanings, the current development and the main methods which the electric load forecasting are used. This paper aimed at the floatability which the load data had and the nature that neural networks model is easy to fall into part infinitesimal value and low iterative speed, this paper proposed a method based on neural networks and SVM. SVM can dispel the less summation and the larger single point errors of neural networks, and the neural networks could dispel the simplification of the model of the vector support machine.

本文首先介绍了电力系统负荷预测的意义、发展现状和主要方法;针对负荷数据具有浮动的特点以及神经网络模型算法容易陷入局部极小和迭代速度较慢的缺点,提出了一种基于神经网络和支持向量机的混合负荷预测方法,此方法能通过支持向量机消除神经网络的总和较小但单点误差较大的不利现象,而神经网络消除了支持向量机的模型简单问题。

The paper taked 20 nodes isoparametric element as an example and put forward a kind of numerical method combined with the Newton iterative algorithm and Gauss integral algorithm to calculate equivalent loads of prestress in body element.

本文以20节点等参单元为例,提出一种运用高斯积分和牛顿迭代法的数值算法计算实体单元的预应力等代荷载,该方法能够适应各种复杂的预应力钢束形状,并适合计算机编程。

The paper presents how to use the technique of OLE and ARX of AutoCAD to build the geometrical model, the finite element model of the given structure visually and use the template and wizard to build the optimization model of it. During the iterative process of the optimization, the method of tracing visualization and interactive control is also provided. Some examples are given to show the appliance of visualization aided structural optimization. Finally, the work of systematic integration is carried out.

同时论述了在优化建模中运用OLE ARX技术实现可视化地建立优化对象的几何模型,结构有限元模型,以及使用模板和专家向导来辅助建立优化模型;在优化迭代过程中实现了跟踪可视和交互式监控,以具体的例子说明了在可视化技术辅助下的结构优化在工程中的应用。

In this paper, a method, which is based on GPS Time system, is applied to synchronize all GIBs. With GPS receiver's 1PPS output , GIB can compensate for the crystal oscillater's drift. 4. Mathematic Model of UGPS Based on the principle of hyperbola intersection, an iterative algorithm and an analytic algorithm are deduced to resolve system equations with four GIBs observations. It can also be used to resolve the approx coordinate with more than five GIBs'observations.

系统的定位数学模型分析基于双曲线观测的定位模型是系统的基本原理,本文对该数学模型的求解进行了详细分析,对于四枚浮标的系统,本文给出了了迭代算法和解析算法求解的推导,同时对于多余四枚浮标的系统,本文给出了最小二乘算法求解推导。

In order to guarantee the global convergence, a method of multiplier is inserted in the iterative process.

为了保证全局收敛性,我们在迭代过程中插入了乘子方法。

With iterative calculation method, loads of pile cap ,side frictional stress, settlement of pile cap, settlement between pile and soil,are deduced in condition of a group of initial side friction coefficients.

根据这些协调方程组,在给定一组初始桩侧摩阻力系数的条件下,运用迭代计算,最终可求出复合地基中的桩顶荷载、桩侧摩阻力、桩顶沉降及桩间土的受力和沉降。

Optimal control of DSS formation adjusting based on Hamilton Mechanics and generating function method was investigated. An iterative way of solving the two-point boundary value problem induced by optimal control by relative motion generating function approximation was proposed.

基于考虑J_2项的DSS相对运动Hamilton力学模型和生成函数方法研究了DSS构形调整的最优控制问题,提出了求解最优控制两点边值问题的相对运动生成函数近似迭代方法。

Based on a delay-dependent bounded real lemma, the condition under which a decentralized robust H(subscript ∞) output feedback controller exists is derived and it is available to be attributed to a solution to the problem of nonlinear matrix inequality which can be expressed in terms of a homotopy function properly selected. Then, with the homotopic iteration method and the Schur complement lemma introduced, the solution can be converted into an iterative solution to the linear matrix inequality.

基于一个时滞依赖有界实引理,将系统鲁棒分散H动态输出反馈控制器的解归结为一个非线性矩阵不等式的求解问题;选取适当的同伦函数来表示该非线性矩阵不等式,采用同伦迭代算法及Schur补引理,将求解非线性矩阵不等式转化为线性矩阵不等式的迭代求解问题。

They are as following: to establish the selection method of the slaving designed quality functions according to the interrelationship among designed quality functions; to construct the measurement functions of the optimality robustness with the hypersurface characteristics around the current iterative point of designed quality functions.

具体地,根据设计性能函数之间相互关系给出了处于支配地位设计性能函数的选择方法;利用设计性能目标函数在当前迭代点附近的超曲面特征,构造设计性能目标函数的最优性健壮度量函数;按照系统有序化设计模型的最优解应同时具有可行性健壮与最优性健壮的要求,通过计算设计性能目标函数与约束函数对设计变量的波动与非设计参数的波动的一阶敏度来确定系统有序化设计模型中的健壮参数;并以此为基础建立了进一步考虑非设计参数波动对设计变量波动有影响的后健壮分析方法。

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