大道至简 多项式放缩——放缩法解决函数零点和不等式问题

放缩法是解决不等式问题的常用方法.高中数学常把函数零点与不等式问题融合在一起,考查学生的综合能力,故而使得放缩法成为教师教学的难点,与学生解题的关键点.本文就放缩法的本质、实操步骤以及具体案例进行详细分析.以期将该方法微讲解.     

An FEM approximation for a fourth-order variational inequality of second kind

A fourth-order variational inequality of the second kind arising in a plate frictional bending problem is considered. By using regularization method, the original problem can be formulated as a differentiable variational equation, and the corresponding discrete FEM variational equation is presented afterwards. Abstract error estimates and error estimates of the approximation are derived in terms of energy norm and L^2-norm.     

Smoothing Newton-Like Method for the Solution of Nonlinear Systems of Equalities and Inequalities

In this paper, we present a smoothing Newton-like method for solving non-linear systems of equalities and inequalities. By using the so-called max function, we transfer the inequalities into a system of semismooth equalities. Then a smoothing Newton-like method is proposed for solving the reformulated system, which only needs to solve one system of linear equations and to perform one line search at each iteration. The global and local quadratic convergence are studied under appropriate assumptions. Numerical examples show that the new approach is effective.     

Further studies on stability analysis of nonlinear Roesser-type two-dimensional systems

This paper is concerned with further relaxations of the stability analysis of nonlinear Roesser-type two-dimensional （2D） systems in the Takagi-Sugeno fuzzy form. To achieve the goal, a novel slack matrix variable technique, which is homogenous polynomially parameter-dependent on the normalized fuzzy weighting functions with arbitrary degree, is developed and the algebraic properties of the normalized fuzzy weighting functions are collected into a set of augmented matrices. Consequently, more information about the normalized fuzzy weighting functions is involved and the relaxation quality of the stability analysis is significantly improved. Moreover, the obtained result is formulated in the form of linear matrix inequalities, which can be easily solved via standard numerical software. Finally, a numerical example is provided to demonstrate the effectiveness of the proposed result.     

高层建筑结构的离散时间重叠分散H_∞控制方法

采用分散控制策略可有效解决多自由度的建筑结构振动控制问题。本文对地震作用下的高层建筑结构的振动控制方法进行研究,将重叠分散控制策略、离散时间H∞控制算法、线性矩阵不等式(LMI)方法和静态输出反馈控制方法相结合,提出了离散时间重叠分散H∞控制方法。基于包含原理和分解原理,将整个建筑结构控制系统划分为一系列子系统,对各个子系统采用离散时间重叠分散H∞控制方法进行控制。采用驱动器饱和控制策略,对20层抗震钢结构Benchmark模型进行数值模拟与计算。结果表明:全状态集中控制(理想驱动控制)、全状态集中控制(驱动器饱和控制策略)、部分输出反馈控制(驱动器饱和控制策略)、重叠静态输出反馈控制(驱动器饱和控制策略)、多重叠静态输出反馈控制(驱动器饱和控制策略)的平均控制率分别达到了63.4%、53.4%、50.7%、48.2%、32.6%,采用这些控制方法都获得了较好的控制效果;重叠分散控制策略降低了计算成本并且增加了控制器设计的灵活性。     

对数平均和双参数广义Muirhead平均之间的比较

本文讨论了两个不同正实数x和y的对数平均L(x,y)=(x-y)/(logx-logy)与双参数广义Muirhead平均M(a,b;x,y)=[(x~ay~b+x~by~a)/2]~(1/(a+b))之间的比较,得到了如下三个结论:(11)若(a,b)∈D_1∪E_1∪L_0,则M(a,b;x,y)L(x,y);(2)若(a,b)∈D_2∪E_2,则M(a,b;x,y)L(x,y);(3)若(a,b)∈D_3∪E_3,则存在x_1,y_1,x_2,y_2,使得M(a,b;x_1;y_1)L(x_1,y_1)和M(a,b;x_2,y_2)L(x_2,y_2).其中D_1={(a,b)∈R~2:a+b≠0,ba,ω_1(a,b)≤0,ω_2(a,b)≤0},E_1={(a,b)∈R~2:a+b≠0,ba,ω_1(a,b)≤0,ω_2(a,b)≤0},D_2={(a,b)∈R~2:ab≤0,ba,ω_1(a,b)≥0},E_2={(a,b)∈R~2:ab≤0,ba,ω_1(a,b)≥0},D_3={(a,b)∈R~2:ba0,ω_1(a,b)0)∪{(a,b)∈R~2:ba0,ω_1(a,b)=0,ω_2(a,b)0}∪{(a,b)∈R~2:ba,ab≤0,ω_1(a,b)0,ω_2(a,b)0},E_3={(a,b)∈R~2:ab0,ω_1(a,b)0}∪{(a,b)∈R~2:ab0,ω_1(a,b)=0,ω_2(a,b)0}∪{(a,b)∈R~2:ab,ab≤0,ω_1(a,b)0,ω_2(a,b)0},L_0={(a,b)∈R~2:a=b≠0},ω_1(a,b)=(a+b)[3(a-b)~2-(a+b)],ω_2(a,b)=(a+b)[2(a-b)~2+1]-3(a~2+b~2).     

单位球面中子流形一类抽象Willmore型泛函的变分问题

对于单位球面中的扎维子流形,本文构造一类抽象的W_((n,F))-Willmore型泛函,此泛函推广经典的Willmore泛函到相当一般的情形,它的临界点称为W_((n,F))-Willmore型子流形,本文计算泛函的变分公式,推导泛函临界点的Simons型不等式,针对特殊的函数F,构造W_((n,F))-Willmore型子流形的例子,最后给出泛函临界点间隙现象的刻画.     

GFC-空间中的GFs-KKM定理及其对重合问题的应用（英文）

在GFC-空间中引入GFs-KKM映射,建立GFs-KKM定理.作为应用,获得GFC-空间中广义γ-GFs-对角拟凹弱γ-转移紧下半连续泛函的变分不等式、弱转移紧闭集的几何截口定理和弱转移紧开值集值映射的重合定理.我们的结论统一、改进和推广了一些近期文献的已知结果.