Research Article
An Automated Procedure for Assessing Local Reliability Index and Life-Cycle Cost of Alternative Girder Bridge Design Solutions
Table 4
Results of the reliability analysis for the two design alternatives.
| | Limit state | D1 | D2 | | β | | x | β | | x |
| | Bending deck | 12.39 | | 4.75 | 8.08 | | 3.75 | | Shear deck | 5.10 | | 4.75 | 5.02 | | 9.78 |
| | Limit state | G1 | G2 | | β | | y | β | | y |
| | Bending girder | 6.88 | | 491.00 | 5.48 | | 494.66 | | Shear girder | 12.74 | | 345.30 | 8.06 | | 539.64 | | Deformability girder | 11.81 | | 378.60 | 10.50 | | 418.94 |
|
|
