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dynamic response of onefreedom structure
一个单自由度结构的地震响应，文件包含EL地震波，采用三种方法计算，激励插值法，中心差分法和Newmark法。(The seismic response of a single-degree-of-freedom structure contains EL seismic waves, which are calculated by three methods: excitation interpolation method, central difference method and Newmark method.)
- 2019-01-22 11:32:34下载
- 积分：1
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coc
OFDM Moddel in matlab
- 2009-07-02 04:53:04下载
- 积分：1
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MySierpinski
自己编写的程序，产生Sierpinski衬垫图案,简易实现。附带在网上下载的两个Sierpinski程序供大家一起学习。(their preparation procedures have Sierpinski liner pictorial, simple to achieve. Fringe in the downloaded two Sierpinski procedures for all learning together.)
- 2007-03-31 12:43:39下载
- 积分：1
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gabor_eer
tthis is face detection program for user who wnat to work for the face detecrtion on matlab using gabor filter for face.it is very useful method as ccompared to other methods
- 2010-10-07 21:34:16下载
- 积分：1
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equalizer_krishna_500296555
this is equalizer mat lab code used in digital systems. the code has detailed description of equalizer matlab code
- 2009-07-06 13:10:57下载
- 积分：1
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BasedMatlabDoubleLoopDCSpeedSystem
基于Ma tlab双闭环直流调速系统的仿真
陈中 李先锋(Based Ma tlab Double Loop DC Speed System Li Xianfeng Chen)
- 2010-05-16 04:40:33下载
- 积分：1
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Main_Chens
这是一个产生混沌时间序列Chens吸引子的程序(Chens)
- 2010-05-20 16:29:44下载
- 积分：1
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03018745AES
The file contains program for image processing
- 2015-03-31 18:45:45下载
- 积分：1
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L01p_e
[x,f]= L01p_e(c,A,b,N)用枚举法求解下列
0-1线性规划问题min f=c *x, s.t. A*x<=b,x的分量全为整数0或1, 其中N表示约束条件 Ax ≤ b中的前N个是等式，N= 0时可以省略。 返回结果x是最优解，f是最优解处的函数值。 ([X, f] = L01p_e (c, A, b, N) with the following enumeration method for solving linear programming problems 0-1 min f = c ' * x, st A* x < = b, x is an integer of all components 0 or 1, where N represents the constraints Ax ≤ b in the equation of the first N, N = 0 can be omitted. Return result x is the optimal solution, f is the function value at the optimal solution.)
- 2013-07-16 21:51:03下载
- 积分：1
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Logistic
LOGISTIC混沌映射不同长度的自相关和互相关函数比较。(Compariton of difference length of chaos)
- 2010-11-05 00:01:45下载
- 积分：1
