Solving-optimal-control-problems-with-MATLAB

采用低通滤波法实现数字正交的matlab例程(Low-pass filtering method using digital quadrature routines in matlab)

re-inforcement learning doc

使用定义法来求解李亚普指数，此为最基本的李亚普指数求解方法。(Defined to solving Li Yapu index, this is the most basic the Li Yapu index solution method.)

Fast mex K-means clustering algorithm with possibility of K-mean++ initialization (mex-interface modified from the original yael package https://gforge.inria.fr/projects/yael) - Accept single/double precision input - Support of BLAS/OpenMP for multi-core computation Please run mexme_yael_kmeans.m to compile mex-files (be sure that mex -setup have been done at least one) Run demo "test_yael_kmeans.m"(Fast mex K-means clustering algorithm with possibility of K-mean++ initialization (mex-interface modified from the original yael package https://gforge.inria.fr/projects/yael) - Accept single/double precision input - Support of BLAS/OpenMP for multi-core computation Please run mexme_yael_kmeans.m to compile mex-files (be sure that mex-setup have been done at least one) Run demo "test_yael_kmeans.m")

用MATLAB产生M序列作为系统的输入，根据传递函数，仿真输出，并得出输入的自相关函数和输入输出的互相关函数。(M sequence generated by MATLAB as input, in accordance with transfer function, simulation output, and come to enter the auto-correlation function and the input and output of the cross-correlation function.)

Simulation of semi converter with DC shunt motor drive

分别用理论计算和计算机模拟计算，求连续掷两颗骰子，点数之和大于6且第一次掷出的点数大于第二次掷出点数的概率。(Were used to calculate the theoretical calculations and computer simulations, seeking continuous throwing two dice, and more than six points of the first throw and the number of points is greater than the probability of the second throw points.)

线性控制系统时域和频域性能指标计算，并绘制波特图与单位阶跃响应曲线(Linear control systems time and frequency domain performance computing, and draw Bode plots and unit step response curve)

地震资料反演：射线追踪偏移源代码，用matlab编写(Seismic data inversion: the source code offset ray tracing, using matlab to prepare)

说明：  基于反应谱计算的基本原理，对于单自由度弹性体系在水平地震作用下的力平衡方程。(Calculated based on the basic principles of response spectrum for single degree of freedom elastic system under horizontal earthquake force balance equation.)