reliability-analysis
代码说明：
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)
文件列表：
reliability analysis
....................\1.docx,28312,2016-03-27
....................\1.txt,5976,2016-03-26
....................\Equivalent normal distribution method.txt,573,2016-12-05
....................\Monte carlo sampling method directly.txt,438,2016-12-05
....................\Monte-carlo important sampling method.txt,1043,2016-12-05
....................\response surface method1.txt,1060,2016-12-05
....................\response surface method2.txt,989,2016-12-05
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