Research Article
Nested Copula Model for Overall Seismic Vulnerability Analysis of Multispan Bridges
Table 3
Uncertainty parameters in bridges.
| Uncertainty parameters | Distribution type | Mean | Coefficient of variation |
| Rebar yield strength (MPa) | Lognormal distribution | 335.00 | 0.05 | Compressive strength of bridge pier concrete (MPa) | Normal distribution | 51.89 | 0.11 | Elastic modulus of bridge pier (MPa) | Normal distribution | 3.45 × 104 | 0.11 | Elastic modulus of main beam concrete (MPa) | Normal distribution | 3.55 × 104 | 0.11 | Friction coefficient of basin support | Normal distribution | 0.02 | 0.50 | Superstructure mass (T/m3) | Normal distribution | 2.70 | 0.10 | Damping ratio | Normal distribution | 0.05 | 0.20 | Expansion joint (cm) | Normal distribution | 24.00 | 0.20 | Concrete protective layer thickness (cm) | Normal distribution | 3.50 | 0.20 |
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