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

Table 5

Comparison of proposed method with conventional Monte Carlo method for different load-cases.

Case number	Conventional Monte Carlo sampling					Proposed method
	25	1000	5000	10000	20000	25
1	0	0	0.0002	0.0005	0.00055	0.000548
2	0	0	0.0002	0.0008	0.0005	0.000538
3	0	0.004	0.003	0.0029	0.0028	0.002818
4	0	0	0.0024	0.0033	0.00355	0.003654
5	0	0.011	0.0106	0.0102	0.0096	0.009637
6	0	0.006	0.0054	0.005	0.00485	0.004966