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978-1-4020-9199-5_BK2
Matlab 计算有限元的一些程序，期望对大家有些帮助！！！！(Matlab finite element calculation of some of the procedures, expectations of you some help! ! ! !)
- 2013-12-10 00:20:02下载
- 积分：1
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Qzhifahs
数学模型中Q值法（算法及matlab程序）(Mathematical model in the Q value method matlab program)
- 2012-11-18 14:17:01下载
- 积分：1
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OFDM_64QAM_R14
ofdm 64QAM simulink ofdm 64QAM simulink
- 2009-06-23 18:25:24下载
- 积分：1
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matlab
FCM实现，FCM中的可以用在模糊聚类的图像分割当中(FCM)
- 2009-03-23 21:03:04下载
- 积分：1
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estimate
the simulation provides computation of target reflectivity data in the deficient elevation domain. Simulations are implemented to test the decoupled least-squares technique for high resolutionspectral estimation of target reflectivity.all seven (7)files should be downloaded for the simulation to work.(dls3D.m,estimate.m,get2S1Data.m,getConstraints.m, getImageData.m,getPixelData.m, getSLICYData.m)
- 2009-09-05 05:20:19下载
- 积分：1
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good-at-matlab6.5
清晰易懂的MATLAB学习资料，描述了如何使用MATLAB解决各种实际问题(Clear and understandable information to learn MATLAB, describes how to use MATLAB to solve practical problems)
- 2011-09-03 23:00:55下载
- 积分：1
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matlabPID
使用matlab实现PID控制的源码，使用simulink(The realization of the use of PID control matlab source, using simulink)
- 2009-05-30 01:02:33下载
- 积分：1
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New-Text-Document
speech modification using matlab
- 2011-10-22 14:05:14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
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5_3小波分解与重构
图像图形小波分解与重构算法
MATLAB 语言源程序(Wavelet decomposition)
- 2020-10-18 21:07:27下载
- 积分：1
