Research Article
Time-Independent Reliability Analysis of Bridge System Based on Mixed Copula Models
Table 2
Distribution parameters of beams’ dead load effects in 32nd year.
| | Girder number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 |
| | Mean value/kN⋅m | 212.86 | 221.79 | 223.91 | 230.74 | 260.69 | 230.74 | 223.91 | 221.79 | 212.86 | | Standard deviation/kN⋅m | 9.68 | 9.68 | 9.68 | 9.68 | 9.68 | 9.68 | 9.68 | 9.68 | 9.68 |
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