Research Article
Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria
Table 2
Parameter of variable statistics.
| Parameters | Distribution | Mean | COV (%) |
| Compressive strength of the transitional piers, (MPa) | Normal | 27.31 | 20 | Compressive strength of V-shaped beams, (MPa) | Normal | 31.08 | 20 | Steel yield stress, (MPa) | Lognormal | 433.96 | 7 | Unite weight of concrete, (kN/m3) | Normal | 26.25 | 10 |
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