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asymptotic behavior相关的网络例句

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与 asymptotic behavior 相关的网络例句 [注:此内容来源于网络,仅供参考]

In this paper, we first use the Taylor expansion to derive a simple formula to modify the asymptotic variance, and then study its performance by simulations.

在本文中,我们将对Gidas (1993)由Fisher information矩阵而得的近似变异数做简单修正,并使用模拟实验来检验其在二元马可夫随机域的果效。

In this paper we have shown that if the partial derivative of function f with respect to x is uniformly continuous then total stability of zero solution of system implies uniformly exponential asymptotic stability of zero solution.

本文证明了若系统有一致连续的偏导数,则系统的零解在经常扰动下稳定可推出零解一致指数型渐近稳定。

Finally, an essential aspect of a dynamical evolution is the transformation of some given initial state into some final or asymptotic state as time proceeds.

最后,动力学性质演化的一个必要方面是,随着时间的变化,某个给定的初始状态转变到某个最终或渐进状态。

The nature of the acceleration unit-impulse response function of unbounded medium tending to vary linearly is proved by means of asymptotic analysis. Thus, the acceleration unit-impulse response function can be regarded as the summation of a linear function and a residual part which converges to zero. Based on this decomposition, two FE-SBFE coupling procedures are presented based on system realization and truncation integral technique respectively.

本文系统研究了相互作用力-运动关系的位移表达、速度表达和加速度表达,通过比较位移、速度和加速度单位脉冲响应函数的SBFE求解过程,确定采用相互作用力的加速度表达;通过渐近分析证明了无限地基加速度单位脉冲响应函数具有随时间延长而趋于线性变化的性质;利用这一性质将加速度单位脉冲响应函数分解为一个线性函数和一个衰减到零的残余函数的和,以此为起点发展出两种FE-SBFE时域耦合方法:基于系统实现的FE-SBFE时域耦合方法和基于截断卷积的FE-SBFE时域耦合方法。

According to the model's actual background,discussing the random variable coefficient equation and using direct method,we obtain sufficient condition for the uniform stability and the globally asymptotic stability of difference equation,and also give examples to show they can not substitute each other.

本文根据种群模型的实际背景,讨论了任意变系数方程利用直接方法获得了所讨论方程的零解的一致稳定和全局渐近稳定的充分条件,并举例说明了这两个充分条件不能相互代替。

In chapter 2. to two classes of specific systems in engineering, we make researches into stability with respect to their own invariant sets through the theoretic techniques of HDS. And then we bring forward sufficient conditions of uniform asymptotic stability and exponential stability with respect to their own invariant sets in the sense of Lyapunov.

第二章针对实际工程之中的两类具体系统用混合动态系统的理论方法对其关于不变集的稳定性进行了研究,提出了它们关于各自的不变集在Lyapunov意义下一致渐近稳定、指数稳定的充分条件。

By using the new method, it relaxes the restriction of the related results in the Pa-per[31],extends the mainly results of the Paper[31], obtains the existence and uniqueness of a positive periodic solution, proves the existence and the uniform asymptotic stability of the almost periodic solutions of the studying model.

通过采用新的方法,减弱了文[31]的相应定理的条件,同时考虑了新的因素,推广了文[31]的结论,得到了所讨论方程的周期解存在的充分条件及其概周期解存在的充分性和一致渐近性。

This paper deals with the existence and multiplicity for one elliptic problems with p-Laplacian and an asymptotic linear equation by variational methods, especially the Mountain pass Lemma.

本文主要利用变分法,特别是山路引理研究了一类P阶Laplace方程和渐近线性椭圆方程解的存在性及多解性。

This article chiefly introduces some results about vector measure and gives an asymptotic martingale which is L1 bounded amart,not-bounded.

主要介绍向量测度中的一些结论,并给出一个渐近鞅是L_1有界渐近鞅而不是有界的。

In the sense of Von Karman large displacement, the governing equation of nonlinear dynamic response of the clamped circular plates under impact of a mass is established by using the virtual displacement principle and Galerkin's method in this paper. The effect of coupling between the impact load and the displacement of. the circular plates is considered. The governing equation is solved by applying the time increment method and the singular perturbation theory, and the asymptotic solutions of nonlinear dyna...

本文在Von Kármán大位移的意义上,利用虚位移原理伽辽金方法建立了圆板在物体撞击下的非线性动力响应的控制微分方程,在研究响应问题时,考虑了冲击载荷与圆板位移响应之间的耦合影响,文中使用时间增量法和奇异摄动理论求解问题的控制方程,获得了固支圆板非线性动力响应的近似解,并且求解了具体算例,绘出了圆板位移、应力响应曲线以及冲击力随时间的变化曲线。

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