UAV_MODELD

在matlab开发环境下，实现数字图像的直方图统计，直接可运行，程序中路径为绝对路径(Development environment in matlab, digital image histogram directly to run the program for the absolute path in the path)

飞行器航迹模拟程序，利用matlab进行仿真(matlab trace)

机械方面基于matlab的连杆分析程序，凸轮设计程序(Mechanical matlab-based linkage analysis program, the cam design program)

matlab求解tsplib，该算法简单有效，能够解决tsplib的通用问题，通过计算机仿真，得到结果与实际符合度较高(Matlab tsplib solution, the algorithm is simple and effective, tsplib can solve the common problems through computer simulation, and the actual outcome with a higher degree)

说明：  广义矩估计法（GMM）的matlab编程包(Matlab programming package of generalized moment estimation)

图论中节点分析法计算单定压节点恒定流水力计算matlab编程(Nodes in the graph theory analysis matlab programming)

多抽样率信号处理，小波包分析提取振动信号中的特征频率，有均匀线阵的CRB曲线。( Multirate signal processing, Wavelet packet analysis to extract vibration signal characteristic frequency, There ULA CRB curve.)

提出了一种求解电磁场有限元 边界元混合法所生成的线性方程组的有效方法 ———内观 法结合多波前法.由于该线性方程组的系数是一个部分稀疏部分满填充的矩阵,为了加速求解,应用内观法将系数矩阵分为 2块,一块是有限元法形成的稀疏矩阵,另一块是边界元法生成的满阵,然后用多波前法求解稀疏矩阵方程,用高斯 约当消去法解满阵方程. 采用该方法,计算了二维多层介质柱体的雷达散射截面.计算结果表明,该方法的计算效率远远高于传统的高斯法.(Proposed for solving mixed finite element boundary element linear equations generated by an effective method of Vipassana--- a combination of multi wave front method. Since the coefficients of linear equations is a part of the sparsely populated part of the full matrix, in order to speed up the solution, application of Vipassana coefficient matrix is ​ ​ divided into two, one is the finite element method for the formation of the sparse matrix, the other is the boundary element method generates the full array, and then use the multifrontal method for solving sparse matrix equation Gauss Jordan elimination method with full matrix equation solution. use this method to calculate the two-dimensional multi-layer dielectric cylinder of the radar cross section. The results show the computational efficiency of this method is much higher than the traditional Gaussian law.)

code to make a gray map in matlab

this runs a nonlinear dynamic analysis of a 4 story braced frame under earthquake loading