最简单的俄罗斯方块开发2003环境

poj 上的几道kmp 题的解题报告 sourse code of kmp algorithm -sourse code of kmp algorithm

在vs2005环境下开发的，用C#语言，含有留言，回复等功能。-In the vs2005 environment developed using C# language, contains a message, reply and other functions.

使窗口的图标动起来 窗口的图标有"动"的效果，在任务的按钮中同样有"动"的效果。这样就为程序平添了一些生趣，从而更加引起用户的注意力。 -Moving up to the window" s icon window icons of " action" effect, in the same buttons in the task of " action" effect. Thus adding to a number of apathy for the program, thereby causing the user" s attention more.

C# 是创新性的新式编程语言，它巧妙地结合了最常用的行业语言和研究语言中的功能。在保持 C# 设计思想不变的同时，Microsoft 在 C# 语言中引入了几种潜在的新功能，提高了开发人员在语言构造方面的效率-C# is the innovative new programming language, It cleverly combines the industry"s most commonly used language and study language functions. C# in maintaining the same design at the same time, Microsoft C# language in the introduction of several new functional potential, improve the development of language structure in terms of efficiency

VHDL 函数信号发生器 VHDL 函数信号发生器-VHDL Function Generator VHDL Function Generator

This was the first lab assigmnet in the course CPU Architecture, creat a basic watch

this programs gives the functionality of 2bit alu

这是一段时间vc++学习总结，主要是一些控件使用技巧，对初学者会有一定的帮助。-This is a time vc study concluded that the main component is the use of some techniques for beginners will be of some help.

Option Explicit Private Sub Form_click() Dim T As Date T = -2.5 Picture1.Print T End Sub priva-Option Explicit Private Sub Form_click() Dim T As Date T =-2.5 Picture1.Print T End Sub priva

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