Meteorological-Library

说明：  输入一个数并计算其是否为质数（数据限小于1000000000000000） 很好用的c++小程序(Enter a number and calculate whether it is prime (data limit is less than 1000000000000) A very useful C + + program)

本程序实现了一个简单通讯录，用到了mfc的listbox，listctrl等控件，连接了access数据库。(This program implements a simple address book, use the mfc of the listbox, listctrl and other controls, connected to the access database.)

This class is used to communicate the results of a sync operation to the SyncManager. Based on the values here the SyncManager will determine the disposition of the sync and whether or not a new sync operation needs to be scheduled in the future.

UCHOME的QQ机器人程序 只适合于UCH2.0(UCHOME' s QQ robot program is only suitable for UCH2.0)

本软件包含一个8000元的电科院测试软件，是一款电力负荷管理系统数据传输规约测试软件，是通过电科院测试的必备工具。-The software contains a 8,000 yuan EPRI test software, is a load management system for data transmission protocol testing software, EPRI is essential tool for testing.

telnet 工具 解决windows 7下无telnet命令问题(telnet tools)

说明：  一个在VB中使用 数据库绑定控件DataGrid的实例(An example of using the database binding control DataGrid in VB)

这是基于VC++的一个简单的流水作业程序(动态规划法)(This is based on the VC a simple routine procedure (Dynamic Programming))

!本程序主要用来解决二维平面应力弹性问题（带厚度），在f90上调试通过。 !包含主程序STRESS和三个字程序ELSTMX(KK)、MODIFY、DCMPBD和SLVBD !主程序主要进行基本的输入输出以及最大半带宽的计算，组装总体刚度矩阵计算的应力应变值 !子程序elstmx(kk)计算刚度系数矩阵，生成第kk单元的刚度矩阵k !子程序MODIFY输入节点的集中力，边界节点的位移，对总体刚度矩阵和位移数组和节点力数组作修改 !子程序DEMPBD用高斯消元法将半带宽的矩阵变成上三角阵 !子程序SLVBD为总体矩阵的回代求位移向量DD(! The program is mainly used to solve the two-dimensional plane stress elasticity problems (with thickness), the f90 debugging through. ! Contains the main STRESS and words program ELSTMX (KK), MODIFY, DCMPBD and SLVBD! Main program for basic input-output and maximum half bandwidth calculation, the overall stiffness matrix assembly calculated stress and strain values! Subroutine elstmx ( kk) calculate the stiffness coefficient matrix to generate a first kk element stiffness matrix k! subroutine MODIFY input node of concentration, the displacement boundary nodes, the overall stiffness matrix and nodal force and displacement array array modified! subroutine DEMPBD using Gaussian elimination element method for the semi-bandwidth matrix becomes upper triangular matrix! subroutine SLVBD overall matrix for the displacement vector DD back intercessions)

自由投票调查系统1.0 (2004-5-30，WINDOWS,189KB,下载19次-free poll System 1.0 (2004-5-30, WINDOWS, 189KB download 19