Research Article
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 |
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