模糊限定微分方程及解的表达形式

基于表现定理给出了一种新的模糊微分方程的定义,这种方程使得在传统意义下方程无解变得可解,并给出了方程解析解,同时也讨论了模糊限定微分方程定解问题的可表示性,得到了方程解可表示的判定条件。丰富了模糊微分方程理论研究的内容,为模糊微分方程的实际应用开辟了一个新的途径,更加完善了模糊分析研究的体系结构.

一阶线性双参数模糊限定微分方程的解

模糊微分方程是指未知模糊值函数及模糊值导数与已知模糊值函数(或已知模糊数)间的条件等式。由于模糊数和模糊值函数关于加减法运算不存在逆关系,致使模糊微分方程的求解远远比普通微分方程求解困难得多。目前已有一些研究成果,但是,无法被应用到某些实际工程问题之中。在单参数模糊限定微分方程基础上,提出了双参数模糊限定微分方程的概念,给出了一阶线性双参数模糊限定微分方程的求解方法,同时对解的性质进行了研究。

一类模糊限定线性方程及其结构元求解方法

提出了一种模糊限定线性方程,在区间分析的基础上研究了其解的形式,并基于模糊结构元方法给出了方程的解及其隶属函数的解析表示。同时给出了一个数值实例。

升降轨SAR数据融合的地震形变场观测

鉴于D-InSAR方法在雷达视线方向上存在模糊现象而无法得到地表三维方向形变量的问题,利用升降轨雷达视线方向形变量和限定方程联合求解地震三维形变量的方法。该方法首先对干涉纹图特征进行分析,然后基于发震断层走滑分量较小的特点,将断层走向形变值假定为零作为限定方程,从而实现三维形变场的解算。以拉奎拉Mw6.3地震为例,实验结果与野外调查结果相一致,验证了该方法的有效性。

不规则介质采场气体渗流问题的模糊数值解研究

在利用非均匀孔隙介质稳定流动微分方程来揭示采场气体流动状态中,孔隙介质渗透性系数的估计是非常困难的,并且精确的估计也是无意义的。提出模糊渗透系数和模糊限定微分方程的概念,建立了模糊渗流方程,并利用模糊结构元的方法得到了模糊渗流方程的近似解法。利用模糊渗流问题的求解,可以相应得到采空区内影响自然发火的各种因素区域,这为利用模糊预测技术预测采空区自然发火趋势与位置提供了非常有用的分析工具。

Stability of Difference Systems with Finite Delay

In this paper, the authors establish some theorems that can ascertain the zero solutions of systemsx(n+1)=f(n,x n)(1)are uniformly stable,asymptotically stable or uniformly asymptotically stable. In the obtained theorems, ΔV is not required to be always negative, where ΔV(n,x n)≡V(n+1,x(n+1)) -V(n,x(n))=V(n+1,f(n,x n))-V(n,x(n)), especially, in Theorem 1, ΔV may be even positive, which greatly improve the known results and are more convenient to use.

Limit Cycles in the Stability Analysis of a Chemical System

Aris and Amundson studied a chemical reactor and obtained the two equationsDaoud showed that at most one limit cycle may exist in the region of interest. Itis showed in this paper that other singular points exist and that a stable limitt cycle existsaround the singularity (1/2, 2) when K∈(9-δ, 9).

Lie Symmetries and Conserved Quantities of Arbitrary Order Nonholonomic Systems

The invariance of the differential equations under the infinitesimal transformations was used to study the Lie symmetries and conserved quantities of arbitrary order nonholonomic systems. The determining equations, the restriction equations, the structure equation and the form of the conserved quantities were obtained.

The Stability Research for the Finite Difference Scheme of a Nonlinear Reaction-diffusion Equation

In the article, the fully discrete finite difference scheme for a type of nonlinear reaction-diffusion equation is established. Then the new function space is introduced and the stability problem for the finite difference scheme is discussed by means of variational approximation method in this function space. The approach used is of a simple characteristic in gaining the stability condition of the scheme.

Improving the Stability Problem of the Finite Difference Scheme for Reaction-diffusion Equation

This paper deals with the special nonlinear reaction-diffusion equation. The finite difference scheme with incremental unknowns approximating to the differential equation （2.1） is set up by means of introducing incremental unknowns methods. Through the stability analyzing for the scheme, it was shown that the stability conditions of the finite difference schemes with the incremental unknowns are greatly improved when compared with the stability conditions of the corresponding classic difference scheme.

Prolongation Structure of the Equation Studied by Qiao

The prolongation structure technique of Wahlquist and Estanbrook is improved and applied to a newequation proposed by Z.J.Qiao [J.Math.Phys.48 (2007) 082701].Two potentials and two pseudopotentials areobtained,from which a new type of inverse scattering problem,Lax equations,and infinite number of conservation lawsare obtained.

The Stable Limit Cycles of a Generalized Lienard Equation

In this paper we give a series of sufficient conditions for the existence of autonomous systems with three singular points.

Normal Form of the Elliptic Curve Over the Finite Ring

In this work, we will to study the equation of an elliptic curve over the ring An = F2d [E], en = 0.,where d. is a positive integer. More precisely we defined the J-invariant of an elliptic curves over the ring An and we establish re（J） = j, wherej is the j-invariant of an elliptic curve over the field F2d and re is the canonical projection defined over ring An by F2d , see [1].

Finite Parameter Solutions to the Manakov and the Derivative Manakov Equations

Finite-dimensional integrable Hamiltonian systems, obtained through the non- linearization of the 3×3 spectral problems associated with the Manakov and the derivative Manakov equations, are investigated. A generating function method is used to give a simple and effective way to prove the involutivity of integrals. Finite-parameter solutions of the Manakov and the derivative Manakov equations are calculated based on the commutative systems of ordinary differential equations with these integrals as Hamiltonians.

Extreme Stability of Functional Differential Equations with Finite Delay

This paper obtained some theorems that can ascertain the zero solution of functional differential equations are extremely uniformly stable, extremely asymptotically stable or extremely uniformly asymptotically stable. In the obtained theorems, the derivative of Liapunov function on t along the solutions of functional differential equations is not required to be always negative, especially, it may be even positive.

Verified Solution for a Statically Determinate Truss Structure with Uncertain Node Locations

We consider a statically determinate structural truss problem where all of the physical model parameters are uncertain： not just the material values and applied loads, but also the positions of the nodes are assumed to be inexact but bounded and are represented by intervals. Such uncertainty may typically arise from imprecision during the process of manufacturing or construction, or round-off errors. In this case the application of the finite element method results in a system of linear equations with numerous interval parameters which cannot be solved conventionally. Applying a suitable variable substitution, an iteration method for the solution of a parametric system of linear equations is firstly employed to obtain initial bounds on the node displacements. Thereafter, an interval tightening （pruning） technique is applied, firstly on the element forces and secondly on the node displacements, in order to obtain tight guaranteed enclosures for the interval solutions for the forces and displacements.

Oblique Wave-free Potentials for Water Waves in Constant Finite Depth

In this paper, a method to construct oblique wave-free potentials in the linearised theory of water waves for water with uniform finite depth is presented in a systematic manner. The water has either a free surface or an ice-cover modelled as a thin elastic plate. For the case of free surface, the effect of surface tension may be neglected or taken into account. Here, the wave-free potentials are singular solutions of the modified Helmholtz equation, having singularity at a point in the fluid region and they satisfy the conditions at the upper surface and the bottom of water region and decay rapidly away from the point of singularity. These are useful in obtaining solutions to oblique water wave problems involving bodies with circular cross-sections such as long horizontal cylinders submerged or half-immersed in water of uniform fmite depth with a free surface or an ice-cover modelled as a floating elastic plate. Finally, the forms of the upper surface related to the wave-free potentials constructed here are depicted graphically in a number of figures to visualize the wave motion. The results for non-oblique wave-free potentials and the upper surface wave-free potentials are obtained. The wave-free potentials constructed here will be useful in the mathematical study of water wave problems involving infinitely long horizontal cylinders, either half-immersed or completely immersed in water.

Analysis of unsteady supercavitating flow around a wedge

Supercavitating flow around a slender symmetric wedge moving at variable velocity in static fluid has been studied. Singular integral equation for the flow has been founded through distributing the sources and sinks on the symmetrical axis. The supereavity length at each moment is determined by solving the singular integral equation with finite difference method. The supercavity shape at each moment is obtained by solving the partial differential equation with variable coefficient. For the case that the wedge takes the impulse and uniformly variable motion, numerical results of time history of the supercavity length and shape are presented. The calculated results indicate that the shape and the length of the supercavity vary in a similar way to the case that the wedge takes variable motion, and there is a time lag in unsteady supercavitating flow induced by the variation of wedge velocity.

An upper bound for the adiabatic approximation error

In this paper, we derive an upper bound for the adiabatic approximation error, which is the distance between the exact solution to a Schrodinger equation and the adiabatic approximation solution. As an application, we obtain an upper bound for 1 minus the fidelity of the exact solution and the adiabatic approximation solution to a SchrOdinger equation.

Functional central limit theorem for super α-stable processes

A functional central limit theorem is proved for the centered occupation time process of the super α-stable processes in the finite dimensional distribution sense. For the intermediate dimensions α < d < 2α (0 < α ≤ 2), the limiting process is a Gaussian process, whose covariance is specified; for the critical dimension d= 2α and higher dimensions d < 2α, the limiting process is Brownian motion.