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于 2013-08-20 发布文件大小:1303KB

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下载积分: 1 下载次数: 1

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《可编程控制器实验教程》配书程序4XXXXXXXXXXXXXXXXXXXXXXXXXX(" Programmable Controller experimental course" assigned program 4XXXXXXXXXXXXXXXXXXXXXXXXXX)

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EgT_Nitride
This is extention to my earlier code EgT binary -nitride. In this function , I have implemented the code for ternary nitride also.

2010-10-31 12:52:34下载

积分：1
upc_vc_hsm_toolkit
说明：基于HSM（harominic/stochastic model）模型的声音转换工具包。内含声音的预处理，分割，建模，参数转换以及实验部分。需要具备一定的语音转换相关知识。(Based on HSM (harominic/stochastic model) model voice conversion kit. Includes pre-sound, segmentation, modeling, parameter conversion and experimental parts. Need to have some knowledge of voice conversion.)

2011-02-21 16:40:21下载

积分：1
RCB_EB
Estimates the power spectral densities (PSDs) using the EB method with q = 0 for deciding the diagonal loading.

2013-12-07 05:01:24下载

积分：1
CMA
CMA algorithm for optimization

2015-03-24 22:56:46下载

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markowitz_efficient_frontier
马克维茨有效前沿的matlab实现。完整实例，含有前期数据处理的代码。含有画图和投资组合求解的代码。注释丰富，适合新手入门学习。作者软件版本matlab 2010a(An example of application of Markoviz efficient frontier in matlab.Containing code of data wrangling,and abundant explanatory note.starter-friendly.)

2021-01-07 15:18:53下载

积分：1
KPCA00
kpca原始程序和小波去噪部分，用于数据降维和特征提取比较实用(kpca part of the original program and wavelet denoising for data dimensionality reduction and feature extraction more practical)

2011-12-01 21:25:39下载

积分：1
DTW
Dynamic time warping code

2013-05-02 04:03:11下载

积分：1
Deep_Clipping
Deep clipping simulation on matlab

2014-08-13 23:38:02下载

积分：1
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
dc_1
电压转换器，实现三阶电压转换，并且模拟了滇池充电(realize the charging for the battery by using three orders boost converter)

2013-10-21 21:11:59下载

积分：1

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