使用C语言写的求解一道简单的逻辑推理题的例子。具体题目请看说明。...

频繁模式挖掘算法，可以用于数据挖掘中关联规则的频繁项集挖掘- The frequent pattern excavation algorithm, may use in the data mining to be connected the rule the frequent item of collection to excavate

面试英语，求职必读，免费下载，欢迎光临！-interviews in English, a must for job seekers, free download, Welcome!

学生管理系统 可查询,修改学生的成绩信息-student management system will be able to access, modify the results of the students information, etc.

深入剖析Asp.net资源文件,比较实用。读取文件流-Asp.net-depth analysis of resource documents, more practical. Read the file stream

The code assumes a two-dimensional computational domain with TMz polarization (i.e., non-zero field Ez, Hx, and Hy). The program is currently written so that the incident field always strikes the lower-left corner of the total-field region first. (If you want a different corner, that should be a fairly simple tweak to the code, but for now you ll have to make that tweak yourself.) I have attempted to provide copious comments in the code and hope that a knowledgeable C programmer can quickly map the approach as described in the paper to what is in the program.

实现4自由度scara机械手的点对点运动,用Jacobi实现坐标变换-Realize 4-DOF SCARA robot point-to-point movement, and realize Jacobi coordinate transformation

a simple logging cla-a simple logging class

在 C# 中的视频会议。它有两个可执行文件 Peer1，是其中之一，另一种是 Peer2。它被用在学期项目中。

“作为一名C++程序员，我们早已掌握了面向对象程序设计的基本概念，而且Java的语法无疑是非常熟悉的。事实上，Java本来就是从C++衍生出来的。”-"as a C programmers, we have already mastered the design of object-oriented programming to the basic concept, but Java syntax is very familiar with it. In fact, Java was originally derived from the C"s. "

此程序用fortran编写 功能: 1、是计算在载荷作用下的平面桁架位移以及杆件的轴力。轴力符号规定，受拉为正，受压为负。另外还哼计算支座反力。 2、对桁架的节点编号，采取先编可动节点，接着再编固定节点。 3、计算多工况问题 此程序出自《杆系结构程序设计》，有改动，原程序有错误-the procedure used to prepare fortran functions : 1. calculation of the load under the plane truss rod displacement and the axial force. Symbol axial force, the tension is positive, negative pressure. It also supports anti-hum calculating power. 2, the number of nodes truss, the first series to take movable joints, and then re-allocation fixed nodes. 3, the calculation of multi-state issues this procedure from the "bar structural design process," with changes, the original procedure is wrong