VB mapping equipment to do the communication process. Set up communications para...

C++ INPUT_OUTPUT using iostream in console application

心电信号QRS波的检测，利用小波方法和其他方法-ECG QRS wave detection, the use of wavelet methods and other methods

本程序已被本人整理到WORD文档中，编程语言为MATLAB，程序中首先利用非递归法产生滤波器系数，生成相关高斯杂波，直接对杂波信号作FFT变换，结果取模平方后除以长度N,即可得到杂波的功率谱，设计参数皆在文档中表明。此程序已经验证是正确可执行的，并能生成图形，值得下载！- This program has been organized into WORD document I, the programming language MATLAB, the program produced the first method using non-recursive filter coefficients to generate the relevant Gaussian clutter, clutter signals directly to FFT transform, the result after the square modulus divided by the length of the N, can be obtained the power spectrum of clutter, design parameters are indicated in the document. This procedure has been verified is correct executable, and can generate the graph, it is worth to download!

一些数学算法的实现-some mathematical algorithms to achieve the

这是一个模拟一些简单物理现象的小程序，如小桥过河之类的，运行程序时需要把CCBP文件夹包含在头文件。-This is a simple simulation of the physical phenomena of small programs, such as the bridge across the river like the program to run when the need CCBP folder contains the header files.

盲信号处理的幻灯片, 非常好啊大家要支持我-blind signal processing of slides, very nice people support me

根据c语言输出2叉树-output under two TREE

讨厌的广告弹出窗口让人心烦 给你一个小小的软件 adsweeper 哈哈 看看 很管用的-annoying pop-up advertisements antics give you a little look at the software adsweeper Haha very effective

SC6121AZ解码程序-SC6121AZ decoding procedures

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