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Model_PLV
model LPV the DFIG in matlab
- 2010-10-06 20:45:14下载
- 积分：1
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yuchou2
说明： 用matlab解决线性回归问题，在约束条件下求解二次回归问题的极小值(Using matlab to solve linear regression problems, in the constraint solving quadratic regression under the condition of the minimum problem)
- 2008-10-31 22:55:42下载
- 积分：1
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masflou1
modelisation of asynchrone machine and control with fuzzy logicPI
- 2010-11-07 18:00:11下载
- 积分：1
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control_system_analysis_xuedingyu
这是大名鼎鼎的薛定宇的《控制系统计算机辅助设计》（第一版）的代码。第一版与第二版区别还是挺大的。(It is famous on Compensation for " Computer Aided Control System Design" (first edition) code. First edition and second edition of the difference is big.)
- 2010-05-11 23:04:01下载
- 积分：1
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Count-24-points
算24点的程序,Matlab下使用,比赛主办方提供的参考资料,完全可以使用.(Count 24 point program, Matlab is used, the game organizers to provide reference materials can be used.)
- 2013-08-14 20:57:02下载
- 积分：1
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nda
This paper examines the asymptotic (large sample) performance
of a family of non-data aided feedforward (NDA FF) nonlinear
least-squares (NLS) type carrier frequency estimators for burst-mode
phase shift keying (PSK) modulations transmitted through AWGN and
flat Ricean-fading channels. The asymptotic performance of these estimators
is established in closed-form expression and compared with the
modified Cram`er-Rao bound (MCRB). A best linear unbiased estimator
(BLUE), which exhibits the lowest asymptotic variance within the family
of NDA FF NLS-type estimators, is also proposed.
- 2007-09-18 21:01:49下载
- 积分：1
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YIJIANGSHIXIAN
在查找表中进行比较输出的硬件实现程序部分程序。(Search at the table to compare the output of the hardware implementation procedures for some of the procedures.)
- 2009-03-14 20:17:59下载
- 积分：1
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QPSK1
在通信建模与仿真的过程中，QPSK是其中的一个简单例子(the simulator of QPSK is very important)
- 2014-12-04 22:42:12下载
- 积分：1
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m.rar
三次多项式轨迹规划，，，无中间点角位移图(Three order polynomial trajectory planning,,, no intermediate angle displacement diagram)
- 2015-01-20 14:06:50下载
- 积分：1
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bianpojiegousheji3
本文基于毕肖普法和蒙特卡洛法,利用MATLAB编程软件计算了边坡结构的失效概率Pf和对应可靠指标β.在计算上述Pf和对应β时,考虑了土体三个主要基本参数(重度γ、内摩擦角(Ψ)、粘聚力c)的随机特性.利用MATLAB程序的计算结果表明,随机变量对边坡可靠度的影响与基本随机参数对抗滑反力的贡献大小有关,即,贡献大的基本随机参数,它的随机波动对结构失效概率Pf的影响也较大,反之亦然.另外,基于MATLAB的算例计算结果还表明:边坡结构失效概率Pf对内摩擦角(Ψ)较敏感,而对重度y和粘聚力c次之.其次,当同时考虑三个随机变量的联合波动对Pf的影响时发现,当它们在小范围内随机波动时,其联合特性对Pf的影响较敏感,但当它们在大范围内随机波动时,Pf主要受敏感随机变量的影响,而三个随机变量联合作用对Pf的影响和敏感随机变量(Ψ)单独作用时相差不大.由此可见,在实际边坡工程可靠性分析中,土体内摩擦角起主要作用,不容忽视.(Based Bishop method and Monte Carlo method, using MATLAB programming software to calculate the failure probability Pf and the corresponding slope reliability index β structure in the calculation of the above Pf and the corresponding β, consider the three main basic soil parameters (severe γ internal friction angle (Ψ), cohesion c) of the random nature of calculation results using MATLAB program shows that the influence of random variables on the reliability of the basic random slope parameters against anti- slip contribution to the size of the force , that is , the contribution the basic parameters of large random , random fluctuations which affect the probability of structural failure Pf is also larger , and vice versa addition, the calculation based on MATLAB numerical results also show that : the structure of slope failure probability Pf internal friction angle (Ψ) more sensitive , while severe and cohesion c y followed . Secondly, when taking into account the impact of the joint fl)
- 2014-01-10 17:36:46下载
- 积分：1
