中国省界线形成的地理背景

从自然和人文两个角度对中国省界线形成的地理背景进行了分析，得出分界线的形成是自然，政治，历史，民族，经济等因素综合作用的结果，同时分析在某些因素影响下省界线存在的问题，并相应提出了一些建议。     

分布式数据库中海量数据采集完整性约束

在分布式数据库系统的建立过程中,需要把大量的异构信息转化成数据库管理系统可以识别和处理的数据.在把信息装载到数据库前,需要对这些源数据进行完整性校验.利用数据库关系的偏序性把数据划分成不相交的子集,给出了一种描述数据库统计概貌的模型,把全局完整性约束局部化,对以文件形式存在的源数据进行分布武完整性检查,然后在后台将其批量装载到数据库中.此种方法在黑龙江省防洪决策数据库系统的建立过程中,明显提高了数据的可信度及装载效率.     

点、边带约束成本的最短路问题及其算法

提出了点和边都带有成本约束的最短路问题，证明了该问题是NP－完全的，建立了这类问题的数学规划模型，并采用拉格朗日松弛算法对模型进行求解，给出了次梯度优化求解算法的一般步骤，考虑到算法在实际求解过程中收敛速度较慢的问题，进一步对拉格朗日松弛算法进行了2个方面的改进，一方面确定适当的迭代步长，另一方面选择较好的迭代方向，算法实例表明，改进后的拉格朗日松弛算法迭代步数显著较少，证明算法是有效的。     

B-样条曲面的G1连续性

得到了关于两个双三次内部重结点B-样条曲面片G1连续的充分必要条件和在公共边界线上控制向量的本征条件,这些条件直接由两个B-样条曲面的控制向量表示.利用本文所给的条件,得到了具有局部性质且是真正G1光滑的曲面模型.     

边界曲线摄动的双解析函数的Riemann边值问题

讨论了双解析函数Riemann边值问题的解在区域边界L发生光滑摄动时的稳定性问题。     

Compact difference approximation with consistent boundary condition

For simulating multi-scale complex flow fields it should be noted that all the physical quantities we are interested in must be simulated well. With limitation of the computer resources it is preferred to use high order accurate difference schemes. Because of their high accuracy and small stencil of grid points computational fluid dynamics (CFD) workers pay more attention to compact schemes recently. For simulating the complex flow fields the treatment of boundary conditions at the far field boundary points and near far field boundary points is very important. According to authors' experience and published results some aspects of boundary condition treatment for far field boundary are presented, and the emphasis is on treatment of boundary conditions for the upwind compact schemes. The consistent treatment of boundary conditions at the near boundary points is also discussed. At the end of the paper are given some numerical examples. The computed results with presented method are satisfactory.     

边界单元法三维应力分析计算程序

以三维弹性力学问题的基本解 (Kelvin解 )为基础开发了边界单元法三维弹性应力分析计算程序 ,并对其进行了验证。结果表明 ,该程序可用来求解三维弹性应力问题 ,尤其适用于三维应力集中问题。程序中采用动态分配内存 ,自动选点积分 ,并利用分块解法求解方程组 ,有效地节省了计算机资源 ,扩大了求解问题的规模。     

自动绘制沉积微相图算法设计

成功地给出了沉积微相边缘追踪算法和边缘线生成算法。根据相带连通边界井之间的位置关系 ,将每一口边界井的周围生成的一系列单元控制线连接起来就可以画出沉积边缘线 (相带线 )。单元相带线的形状是由 3个控制点的位置决定的。针对沉积微相图上各种错综复杂的微相叠合及接触关系 ,系统地归纳和设计了 2 0 0多条规则。应用这些规则和算法 ,可以准确地求出相带线的位置。特别是运用控制线单元的生成技术 ,用户通过鼠标在屏幕上拾取控制线单元的控制点就可以实现人机交互功能。同时 ,向量成图技术使得成果图件的复用、修改和再生成为可能。实际应用结果表明 ,计算机自动绘制沉积微相图软件的绘图效果能够满足地质工作的需求。     

Shakedown Analysis of 3-D Structures Using the Boundary Element Method Based on the Static Theorem

The static shakedown theorem was reformulated for the boundary element method (BEM) rather than the finite element method with Melan‘s theorem, then used to develop a numerical solution procedure for shakedown analysis. The self-equilibrium stress field was constructed by a linear combination of several basis self-equilibrium stress fields with undetermined parameters. These basis self-equilibrium stress fields were expressed as elastic responses of the body to imposed permanent strains obtained using a 3-D BEM elastic-plastic incremental analysis. The lower bound for the shakedown load was obtained from a series of nonlinear mathematical programming problems solved using the Complex method. Numerical examples verified the precision of the present method.     

Intelligent Integrated Control of Underactuated Mechanical Systems with Second-order Nonholonomic Constraints

This paper describes an intelligent integrated control of an acrobot, which is an underactuated mechanical system with second-order nonholonomic constraints. The control combines a model-free fuzzy control, a fuzzy sliding-mode control and a modelbased fuzzy control. The model-free fuzzy controller designed for the upswing ensures that the energy of the acrobot increases with each swing. Then the fuzzy sliding-mode controller is employed to control the movement that the acrobot enters the balance area from the swing-up area. The model-based fuzzy controller, which is based on a Takagi-Sugeno fuzzy model, is used to balance the acrobot. The stability of the fuzzy control system for balance control is guaranteed by a common symmetric positive matrix, which satisfies linear matrix inequalities.