浅论国有企业当前的利润分配

在社会主义经济条件下企业分配应遵循发展优先原则、制度约束原则与注重效率原则，根据我国现阶段分配原则及企业利润分配的一般程序，在我国国有企业当前利润分配中国企管理者及职工的付出与收入是不成比例的，应引起有关方面的足够重视。     

逐步Fisher判别法在分析我国12年股市上的应用

应用逐步Fisher判别法的多元统计数学工具，综合分析我国12年股市的各指标因素量化统计特征，建立Fisher判别式，从而得出研判我国股市顶部和底部区域、上升、下降、盘存各种形态的数学模型．     

Research and Application of All-Position Automatic Welding Machine

The all-position automatic welding machine system is the special welding system for pipeline girth automatic welding on site, which has been widely used in the long distance pipeline construction projects due to the advantages of automatic control for welding parameters at all position, moving speed of bugs and operating. This automatic pipeline welding system has been successfully used in several main pipeline projects in China, and has been approved by the constructors with the benefits of higher quality passing rate, higher welding efficiency and lower labor intensity.     

基于抽象语法树的C克隆代码重构应用与研究

为了缩短软件工程生命周期,引入组件、复制的概念,利用抽象语法树(AST)将相同功能的代码设计为一个函数,保留充足的接口参数,利用过程调用开发软件程序,可以提高软件开发效率.     

一类三阶周期边值共振问题解的存在性

本文研究了三阶周期边值共振问题{v'(t)=f(t,v(t)),t∈[0,T],v~(i)(0)-v~(i)(T)=0,i=0,1,2解的存在性,其中函数f:[0,T]×R→R连续且有界.当非线性项f满足适当条件时,本文发展了上下解方法并得到其解的存在性.主要结果的证明基于Lyapunov-Schmidt过程和解集连通理论.     

Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability

Tower buildings can be very sensitive to dynamic actions and their dynamic analysis is usually carried out numerically through sophisticated finite element models. In this paper, an equivalent nonlinear one-dimensional shear–shear–torsional beam model immersed in a three-dimensional space is introduced to reproduce, in an approximate way, the dynamic behavior of tower buildings. It represents an extension of a linear beam model recently introduced by the authors, accounting for nonlinearities generated by the stretching of the columns. The constitutive law of the beam is identified from a discrete model of a 3D-frame, via a homogenization process, which accounts for the rotation of the floors around the tower axis. The macroscopic shear strain in the equivalent beam is produced by the bending of columns, accompanied by negligible rotation of the floors. A coupled nonlinear shear–torsional mechanical model is thus obtained. The coupling between shear and torsion is related to a non-symmetric layout of the columns, while mechanical nonlinearities are proportional to the slenderness of the columns. The model can be used for the analysis of the response of tower buildings to any kind of dynamic and static excitation. A first application is here presented to investigate the effect of mechanical and aerodynamic coupling on the critical galloping conditions and on the postcritical behavior of tower buildings, based on a quasi-steady model of aerodynamic forces.     

Split least‐squares finite element methods for non‐Fickian flow in porous media

In this article, we introduce two least‐squares finite element procedures for parabolic integro‐differential equations arising in the modeling of non‐Fickian flow in porous media. By selecting the least‐squares functional properly the presented procedure can be split into two independent subprocedures, one subprocedure is for the primitive unknown and the other is for the flux. The optimal order convergence analysis is established. Numerical examples are given to show the efficiency of the introduced schemes. © 2012 Wiley Periodicals, Inc. Numer Methods Partial Differential Eq, 2013     

Improved solution for inventory model with defective goods

This paper is a consequence for a paper of Lin et al. [S.W. Lin, Y.W. Wou, P. Julian, Note on minimax distribution free procedure for integrated inventory model with defective goods and stochastic lead time demand, Appl. Math. Model. 35 (2011) 2087–2093]. We simplified their complicated solution procedure and then presented a revision to patch their negligence for the boundary minimums. Numerical examples are provided to demonstrate our findings.