integralmean

本文件夹中包含了克立格插值，滞后系数计算，旋转正交经验分解以及在指定域绘图，比较两个文件等m文件，vebyk与plotmapc对原函数进行了改善，具体功能参见m文件(this folder contains Kriging interpolation, lag factor, rotary orthogonal decomposition and experience in the designated field mapping, compare two documents m, vebyk plotmapc with the original function had improved, specific functions, see documents m)

利用CMAC神经网络实现无限逼近sin函数并计算误差实现误差的可视化(CMAC neural network to achieve unlimited approximation sin function and calculate error error visualization)

很好的PIV源码Demo，在matlab2007b下调试通过，能通过GUI设置各种网格的大小，具有一定的使用性。(PIV good source Demo, to debug in matlab2007b passed through the GUI to set all kinds of mesh size, with some use of.)

说明：  经典的MATLAB实用例子，可使初学者较快掌握MATLAB的一些基本函数及用法(The classic example of MATLAB utility will enable the beginner to master MATLAB faster some of the basic functions and usage of)

用MATLAB编写turbo的map 算法(matlab map turbo)

时间序列ARMA建模实例，包含对数据的平稳性检验、白噪声检验及依据ARMA模型的预测。(ARMA time series modeling examples, including the data stationary test, white noise testing and forecasting based on ARMA model.)

基于PLC编写的换热站模糊控制水温的程序，适用欧姆龙的编程软件打开(PLC-based preparation temperature heat transfer station fuzzy control procedures for Omron programming software to open)

OFDM信道估计和均衡的仿真程序，包括MMSE、LS、ZF等方法。(OFDM channel estimation and balanced simulation program, including the MMSE, LS, ZF and other methods.)

梯度下降法的matlab程序，已检查过，没有错误，参考数值分析一书。(ti du xia jiang fa )

基于四边形单元有限元原理，计算桁架系统在外力作用下，各节点位移与单元应变。主程序BLOCKMAT.m，从输入文件中读入结点个数，单元个数，结点荷载个数，受约束边界点数，弹性模量，泊松比，厚度，单元定义数组，结点坐标数组，结点力数组，约束信息数组。输入文件inport.txt不同参数代表不同的桁架结构。(Based on quadrilateral finite element principle, calculation of truss system under the action of external force, the displacement of each node and element strain. Main program BLOCKMAT. J m, read from input file node number, cell number, number of nodal load, a constrained boundary points, elastic modulus, poisson s ratio, thickness and unit defined array, node coordinate arrays, nodal force array, array constraints information. Input file inport. TXT different parameters represent different truss structure.)