文件名称:reliability-analysis
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已知结构功能函数z 577X1X2-0.5X3X3 ，其中：
X1服从正态分布，0.5,0.1
X2服从正态分布，3,0.05
X3服从对数正态分布，30,0.05
采用当量正态化法,响应面法，蒙特卡罗法等并用MATLAB编程实现。-Engineering reliability analysis
Equivalent normal distribution method.txt，Monte carlo sampling method directly.txt，Monte-carlo important sampling method.txt，response surface method
X1服从正态分布，0.5,0.1
X2服从正态分布，3,0.05
X3服从对数正态分布，30,0.05
采用当量正态化法,响应面法，蒙特卡罗法等并用MATLAB编程实现。-Engineering reliability analysis
Equivalent normal distribution method.txt，Monte carlo sampling method directly.txt，Monte-carlo important sampling method.txt，response surface method
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下载文件列表
reliability analysis\1.docx
....................\1.txt
....................\Equivalent normal distribution method.txt
....................\Monte carlo sampling method directly.txt
....................\Monte-carlo important sampling method.txt
....................\response surface method1.txt
....................\response surface method2.txt
reliability analysis