资源列表
P035M
- 输入公历的某年某月某日，相应的计算出这一天是星期几。-Input of the Gregorian calendar once upon a time, a corresponding calculated the day of the week.
gauss
- 计算方法中，高斯选主元消去法的实现，C语言编程实现。-Method of calculation, the Gaussian elimination method selected Principal of the implementation, C programming language implementation.
hashing__
- program which uses hashing techniques for storing and retrieving the data. Input to the program: Some random numbers. Input will be from a file. Output: First the program reads all the input and store it properly using some hash techniques.
Nonlinearequationssolver
- 非线性方程组的求解程序，包含很多解法，是数值求解非线性方程的方法的总结。-Nonlinear equations procedures, contains a lot of solution, numerical solution of nonlinear equations are the summation method.
FractionalFouriertransformprocedure
- 分数阶Fourier变换程序，为求解分数阶方程提供了一些数值解法。-Fractional Fourier transform procedures for the solution of fractional order equation provided some numerical method.
MATLABSimulationTechnologyandApplication
- 包含<<MATLAB仿真技术与应用>>的配套例题和习题的matlab源代码。-Contains < <MATLAB仿真技术与应用> > Sample questions and exercises supporting the matlab source code.
sw-lorenz
- 本程序模拟计算复杂网络中的混沌同步控制，用于计算小世界网络中节点为lorenz振子-This procedure simulated a complex network of chaotic synchronization control, used to calculate the small-world network node for the Lorenz oscillator
SUMTW
- 惩罚函数中的外点约束方法，通过VC++2005测试-sumtW
exam3_1
- 采用平面梁单元计算平面刚架的变形和内力 功能：定义有限元模型、求解有限元模型、显示计算结果-Plane beam element calculation using plane frame function of the deformation and internal forces: the definition of finite element model, solving the finite element model, showing results
exam7_1
- 采用薄板矩形单元计算矩形板的弯曲 定义有限元模型、求解有限元模型、保存计算结果-Rectangular unit calculated using thin plate bending the definition of rectangular plate finite element model, solving the finite element model, save results
exam8_1
- 采用平面梁单元计算两铰抛物线拱的自由振动特性-Plane beam element calculation using the two hinged parabolic arch of the free vibration characteristics of
exam8_2
- 采用平面梁单元计算两铰抛物线拱的在初始条件下自由振动，并对时程曲线结果进行FFT变换-Plane beam element calculation using the two hinged parabolic arch at the initial conditions of free vibration, and the results of time-curve FFT transform