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于 2008-06-16 发布文件大小:3KB

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pca+svm源代码（matlab） matlab代码，pca进行特征提取，svm进行分类(pca+ svm source code (matlab) matlab code, pca for feature extraction, svm classification)

文件列表：

pca-svm
.......\pca_svm_testx.m
.......\pca_svm_trainx.m

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BPSK_QPSK
本程序给出了两种通信调制方式的matlab代码，可以提供给大家参考(This procedure gives the two communication modulation of matlab code that can be provided for your reference)

2010-05-10 21:07:26下载

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化学热泵的matlab源程序，化工应用实例，供大家学习参考。(Chemical heat pump matlab source code, the chemical application examples, for all to learn.)

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Random_number
一些ｍａｔｌａｂ中生成随机数的源代码，在数学建模中会用到(Some random number generated in matlab source code will be used in mathematical modeling)

2010-07-11 13:09:08下载

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7-115-14327-7
说明：该资料为matlab学习教程的随书光盘，包括了书中几乎所有的代码，分别按照章节进行编排，希望对大家有所帮助！(The information for the matlab learning tutorial CD-ROM with the book, including almost all the code for the book were the sections arranged according to the hope that all of us help!)

2010-03-28 22:36:05下载

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说明： matlab写的运动检测自动实现十分有用的代码值得学习！(Motion detection matlab automatically write the code should be very useful to learn!)

2011-03-25 13:42:57下载

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2014-08-06 11:03:00下载

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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

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