Research Article
Reliability Evaluation of Bridges Based on Nonprobabilistic Response Surface Limit Method
Table 8
Initial value (after reinforcement).
| Compressive strength (MPa) | Area of the prestressed tendon (mm) | (kN·m) | (kN·m) | (kN·m) |
| 45 | 140 | 10879.6 | 179122.2 | 190001.8 | 40 | 140 | 19787.6 | 169093.5 | 188881.1 | 50 | 140 | 5404.2 | 185434.4 | 190838.6 | 45 | 130 | 4377.0 | 172708.7 | 177085.7 | 45 | 150 | 17283.8 | 185534.1 | 202817.9 |
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