Research Article
Bearing Repair and Monitoring for Poyanghu Cable-Stayed Bridge
Table 2
Sampling results using the FE model based on single-factor experimental design.
| | Sampling number | Vertical stiffness of the bearing A (N/m) | Cable force in 1# stayed cable (N) | Cable force in 2# stayed cable (N) | Cable force in 3# stayed cable (N) |
| | 1 | 1E + 011 | 381.22e4 | 377.27e4 | 405.36e4 | | 2 | 1.5E + 011 | 381.22e4 | 377.27e4 | 405.36e4 | | 3 | 2E + 011 | 381.22e4 | 377.28e4 | 405.36e4 | | 4 | 2.5E + 011 | 381.23e4 | 377.28e4 | 405.36e4 | | 5 | 3E + 011 | 381.23e4 | 377.28e4 | 405.36e4 |
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