资源列表
mRMR And Mutual Information
- 一种基于互信息的非均匀最大相关最小冗余的特征排序算法(Ranking Heterogeneous Features With mRMR And Mutual Information)
ST
- 可选取任意道来实现一维地震信号S变换时频分析并成图(Selecting any channel to realize time-frequency analysis and mapping of one-dimensional seismic signal S-transform)
Monte Carlo 方法
- Latin超立方抽样Monte Carlo方法程序(Latin Hypercube Sampling Monte Carlo Method Program)
qd9915
- 重要抽样Monte Carlo方法改进二次可靠度的程序(Program for Improving Secondary Reliability by Important Sampling Monte Carlo Method)
getparamsbyN
- 在求解装备的资源约束型装配线一类平衡问题时，借助遗传算法和粒子群算法进行优化求解，并对遗传算法和粒子群算法进行改进，利用matlab程序进行优化求解。(The type 1 assembling line balancing problem with resource constrained for certain equipment is sovled with modified genetic particle-swarm algorithm by using matlab languge
sdof_with_maxwell
- 求解含maxwell型（刚度与阻尼串联型）阻尼器的单自由度结构的动力响应。(The dynamic response of a single-degree-of-freedom structure with Maxwell dampers (stiffness and damping series) is solved.)
蚁群算法-精英蚂蚁
- 对蚁群算法的一种改进，选取精英蚂蚁，使算法更为高效准确(An improvement of ant colony algorithm is to select elite ants to make the algorithm more efficient and accurate.)
IMM黄小平
- IMM交互多模型代码,使用了三种模型，有效的预测了运动物体轨迹，适用于卡尔曼滤波(IMM code IMM interactive multi-model code, using three models, effectively predicts the trajectory of moving objects, suitable for Kalman filter)
LDPC-PEG算法构造H矩阵
- LDPC-PEG算法构造H矩阵源码程序，matlab源码程序 clear all; clc; %输入编码参数,m:校验节点数目，n:变量节点数目(注意码率R不一定为1/2) %构造任意码率的LDPC校验矩阵 m=input('The number of check nodes:'); n=input('The number of variable nodes:'); h=zeros(m,n); %给定变量节点度分布序列 dv=0.38354*x+0.04237*x^2+0.5740
IQPSO
- 量子微粒群算法，用于参数寻优，收敛速度较快。(Quantum particle swarm optimization (QPSO) algorithm is used to optimize parameters with fast convergence speed.)
filled function
- 利用matlab的填充函数方法求解全局最优解的源代码(Using Matlab's Fill Function Method to Solve the Source Code of Global Optimal Solution)
井液影响
- 用于研究井中激发极化法，井液对观测结果的影响，后面发虚宗量一阶二阶变形贝塞尔函数数值滤波解(It is used to study the induced polarization method in well, the influence of well fluid on the observation results, and the numerical filtering solution of the first order and second order deformation Be