两相同部件冷贮备可修系统解的定性分析

用强连续算子半群理论给出了两相同部件冷贮备可修系统动态非负解的唯一性证明，并证明了0是系统主算子的本征值，给出了0本征值对应的本征向量。     

两不同部件并联可修系统的本征值问题

研究了两不同部件并联可修系统的一个本征值对应一个本征向量的问题以及求解了该系统算子非零解的存在.     

两相同部件温贮备可修的人机系统解的性质分析

本文首先用强连续算子半群理论证明了两相同部件温贮备可修的人机系统动态非负解的存在唯一性 ,然后证明了 0是系统主算子的本征值 ,并得到 0本征值对应的本征向量是正的 ,从而系统存在稳态正解 .     

在常规故障和临界人为错误条件下具有易损坏储备部件可修复系统的解的特征值

讨论了一个由两个部件和一个储备部件,并且具有临界人为错误(human error rates)和常规故障(commor-error rates)的随机数学模型,研究了其预解式的表达式及本征值的数目问题,且得出一个本征值对应一个本征元的结论,并给出证明.     

可修复人机储备系统算子的本征值问题

讨论了可修复人机储备系统算子的本征值问题,讨论了系统算子非零本征值的存在性,并且系统算子一个本征值对应一个本征向量.     

在常规故障条件下具有易损坏储备部件可修复系统的稳定性分析

讨论了在常规故障条件下具有易损坏储备部件可修复系统的渐进稳定性;证明了系统非负稳定解恰是系统算子0本征值对应的本征向量;系统算子的谱点均位于复平面的左半平面,且在虚轴上除0外无谱点;此外,证明了0的代数重数为1和求解了系统算子的共轭算子.     

一类具有储备部件的可修复人机系统的指数稳定性

研究了具有储备部件的可修复人机系统.运用Banach空间上的线性算子半群理论,证明了严格占优本征值的存在性,并通过分析系统本质谱界经过扰动后的变化,进一步表明在一定的条件下,系统动态解以指数形式收敛于系统的稳态解.     

具有N个故障模型和一个储备部件的可修复系统的稳定性分析

讨论了一个储备部件和N个故障模型的可修复系统的稳定性.证明系统算子的谱点在复平面的左半平面,虚轴上的点除0点外都无谱,且0是系统算子的一个简单本征值.并由此得出系统模型非负时间依赖解趋于稳定解.     

大型不正定陀螺系统本征值问题

陀螺动力系统可以导入哈密顿辛几何体系,在哈密顿陀螺系统的辛子空间迭代法的基础上提出了一种能够有效计算大型不正定哈密顿函数的陀螺系统本征值问题的算法．利用陀螺矩阵既为哈密顿矩阵而本征值又是纯虚数或零的特点,将对应哈密顿函数为负的本征值分离开来,构造出对应哈密顿函数全为正的本征值问题,利用陀螺系统的辛子空间迭代法计算出正定哈密顿矩阵的本征值,从而解决了大型不正定陀螺系统的本征值问题,算例证明,本征解收敛得很快．     

具有热储备可修复平行系统本征值问题

针对具有热储备可修复平行系统模型,得出了一个本征值对应一个本征元的结论并证了除0本征值外还存在另外非零实本征值.     

具有四个状态的系统特征值的存在性

针对具有四个状态的系统所建立的模型,得出了系统算子一个特征值对应一个特征向量的结论,并证明了除0特征外还存在另外非零实特征值.     

两种材料组成的弹性楔的佯谬解

从Hellinger-Reissner变分原理出发,通过引入适当的变换可以将两种材料组成的弹性楔问题导入极坐标哈密顿体系,从而可以在由原变量和其对偶变量组成的辛几何空间,利用分离变量法和辛本征向量展开法求解该问题的解。在极坐标哈密顿体系下的所有辛本征值中,本征值-1是一个特殊的本征值。一般情况下本征值-1为单本征值,求解其对应的基本本征函数向量就直接给出了顶端受有集中力偶的经典弹性力学解。但当两种材料的顶角和弹性模量满足特殊关系时,本征值-1成为重本征值,同时经典弹性力学解的应力分量变成无穷大,即出现佯谬。此时重本征值-1存在约当型本征解,通过对该特殊约当型本征解的直接求解就给出了两种材料组成的弹性楔顶端受有集中力偶的佯谬问题的解。结果进一步表明经典弹性力学中弹性楔的佯谬解对应的就是极坐标哈密顿体系的约当型解。     

Condition of extremum for eigenvalues of elliptic boundary-value problems

In this paper, we consider problems of eigenvalue optimization for elliptic boundary-value problems. The coefficients of the higher derivatives are determined by the internal characteristics of the medium and play the role of control. The necessary conditions of the first and second order for problems of the first eigenvalue maximization are presented. In the case where the maximum is reached on a simple eigenvalue, the second-order condition is formulated as completeness condition for a system of functions in Banach space. If the maximum is reached on a double eigenvalue, the necessary condition is presented in the form of linear dependence for a system of functions. In both cases, the system is comprised of the eigenfunctions of the initial-boundary value problem. As an example, we consider the problem of maximization of the first eigenvalue of a buckling column that lies on an elastic foundation.     

Concentration phenomena for neutronic multigroup diffusion in random environments

We study the asymptotic behavior of the principal eigenvalue of a weakly coupled, cooperative linear elliptic system in a stationary ergodic heterogeneous medium. The system arises as the so-called multigroup diffusion model for neutron flux in nuclear reactor cores, the principal eigenvalue determining the criticality of the reactor in a stationary state. Such systems have been well studied in recent years in the periodic setting, and the purpose of this work is to obtain results in random media. Our approach connects the linear eigenvalue problem to a system of quasilinear viscous Hamilton–Jacobi equations. By homogenizing the latter, we characterize the asymptotic behavior of the eigenvalue of the linear problem and exhibit some concentration behavior of the eigenfunctions.     

Interaction of faults under slip‐dependent friction. Non‐linear eigenvalue analysis

We analyse the evolution of a system of finite faults by considering the non‐linear eigenvalue problems associated to static and dynamic solutions on unbounded domains. We restrict our investigation to the first eigenvalue (Rayleigh quotient). We point out its physical significance through a stability analysis and we give an efficient numerical algorithm able to compute it together with the corresponding eigenfunction. We consider the anti‐plane shearing on a system of finite faults under a slip‐dependent friction in a linear elastic domain, not necessarily bounded. The static problem is formulated in terms of local minima of the energy functional. We introduce the non‐linear (static) eigenvalue problem and we prove the existence of a first eigenvalue/eigenfunction characterizing the isolated local minima. For the dynamic problem, we discuss the existence of solutions with an exponential growth, to deduce a (dynamic) non‐linear eigenvalue problem. We prove the existence of a first dynamic eigenvalue and we analyse its behaviour with respect to the friction parameter. We deduce a mixed finite element discretization of the non‐linear spectral problem and we give a numerical algorithm to approach the first eigenvalue/eigenfunction. Finally we give some numerical results which include convergence tests, on a single fault and a two‐faults system, and a comparison between the non‐linear spectral results and the time evolution results. Copyright © 2004 John Wiley & Sons, Ltd.     

具有内部构造安全保障体系的冗余机器系统的特征值的问题

对具有内部构造安全保障体系的冗余机器系统中的特征值的存在性进行了分析求解,给出了实例,并对该系统的特征值进行了一个特征值对应一个特征向量的求征.     

A two-grid discretization scheme for eigenvalue problems

A two-grid discretization scheme is proposed for solving eigenvalue problems, including both partial differential equations and integral equations. With this new scheme, the solution of an eigenvalue problem on a fine grid is reduced to the solution of an eigenvalue problem on a much coarser grid, and the solution of a linear algebraic system on the fine grid and the resulting solution still maintains an asymptotically optimal accuracy.