8878777

用于两台电脑之间的无线通信，一个作为客户端，另一个作为服务器。(For wireless communication between two computers, one as a client and the other as a server.)

说明：  基于delphi的公交查询系统，使用ado连接(Bus Query System Based on Delphi)

重载成员函数使CAsyncSocket类支持IPX/SPX协议-reload the member function to make class CAsyncSocket support IPX/SPX protocol

学习C++的入门教程，希望对于正在学习的你有帮助，大家一起分享(Learning C++ introductory tutorial, hope for the help you are learning to share with everyone)

说明：  typedef struct vocalUnit VocalUnit;

说明：  遗传算法求解设施选址问题，matlab 语言， 亲测好用(Genetic algorithm for facility location problem)

关于非自动衡器的国家技术规范，主要包括国标的各类衡器的技术规范，尤其JJG539-97、JJG648和JJG564，网上比较难得免费下载点-On non-automatic weighing instrument of national technical specifications, including National technical specifications of various scales, in particular JJG539-97, JJG648 and JJG564, relatively rare free download online at

1.重写产品，下载模块，无限级分类 2.将产品，下载，图片，新闻进行伪静态处理。 3.取掉了原有的风格模块，下次更新加模板系统和自定义标签。 4.增加缓存机制，减少对数据库的调用，缓存默认30分钟。(1. Rewrite products, download the module, unlimited class category 2. products, downloads, images, news pseudo static process. 3. Remove the original style modules, plus the next update template system and custom labels. 4. Increase the caching mechanism, reducing calls to the , the default cache for 30 minutes. )

说明：  一个小型虚拟机的实现(a small Virtual Machine Implementation)

!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)