| | Classification of parameters | Description of parameters | Distribution | (Mean, COV) | Source |
| | Material and dimension parameters | Initial elastic modulus of concrete, Ec0 (MPa) | Normal | (3.55 × 104, 0.04) | [41] | | Concrete cover | Normal | (1.0178, 0.0496) | | Initial elastic modulus of prestressing steel strand, Ep (MPa) | Normal | (1.95 × 105, 0.04) | | Initial elastic modulus of HRB400 grade nonprestressing steel (MPa) | Normal | (2 × 105, 0.04) | | Initial elastic modulus of HPB300 grade nonprestressing steel (MPa) | Normal | (2.1 × 105, 0.04) | | Strength of HRB400 grade nonprestressing steel (MPa) | Normal | (434, 0.0791) | | Strength of HPB300 grade nonprestressing steel (MPa) | Normal | (324.6, 0.1211) | | Initial compressive strength of concrete, fc0 (MPa) | Normal | (55.2, 0.137) | D | | Environmental parameters | Annual relative humidity, RH (%) | Normal | (76.9, 0.061) | CMA | | Annual average temperature, T (°C) | Normal | (21.7, 0.251) | | Model parameters | Uncertainty coefficient of concrete creep model, Ψc | Normal | (1, 0.339) | [41] | | Uncertainty coefficient of concrete shrinkage model, Ψs | Normal | (1, 0.541) | | Load effect parameters | Dead load effect (bending moment), Mdle (kN·m) | Normal | (1.0148, 0.0431) | | Live load effect (bending moment), Mlle (kN·m) | Extreme I | (0.7995, 0.0862) | | Shear force, Vs (kN) | Normal | (1.0148, 0.0431) | | Initial tension control stress, σcon (MPa) | Normal | (1, 0.04) | [42] | | Corrosion-related parameters | Surface chloride concentration, CS (kg/m3) | Normal | (3.5, 0.5) | [24] | | Threshold chloride concentration, Ccr (kg/m3) | Normal | (0.9, 0.2) | | Chloride diffusion coefficient, D0 (cm2/year) | Log normal | (0.631, 0.2) | | Corrosion current density, icorr (μA/cm2) | Normal | (1, 0.2) | | Penetration ratio, R | Normal | (6.0, 0.18) | [39] |
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