Approximation of the Monte Carlo Sampling Method for Reliability Analysis of Structures

Table 4

Different load-cases.

Case number	LSF
		1		Log-normal	100	10	Extreme Type I	50	8
2		Uniform	80	5	Normal	50	8
3		Uniform	100	5	Normal	70	10
4		Normal	90	8	Log-normal	60	7
5		Log-normal	100	7	Uniform	80	6
6		Normal	100	8	Extreme Type I	60	10

⁢   is the probability distribution function.
⁢ is the mean.
⁢ is the standard deviation.