Research Article
Reliability Evaluation of Bridges Based on Nonprobabilistic Response Surface Limit Method
Table 6
Second iterative computation results (before reinforcement).
| Compressive strength (MPa) | Area of the prestressed tendon (mm) | (kN·m) | (kN·m) | (kN·m) |
| 45 | 140 | 4294.3 | 175427.3 | 179721.6 | 43.43 | 140 | 6838.5 | 171869.4 | 178707.9 | 46.57 | 140 | 1829.7 | 178646.4 | 180476.1 | 45 | 136.86 | 2403.5 | 173501.7 | 175905.2 | 45 | 143.14 | 6199.6 | 177366.4 | 183566.0 |
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