Research Article
Response Surface-Based Finite Element Model Updating of Steel Box-Girder Bridges with Concrete Composite Decks
Table 2
Range of updated structural parameters.
| | Updating parameters | Modulus of elasticity of SFRC (×104 MPa) | Density of SFRC (kg/m3) | Thickness of SFRC (mm) | Temperature of epoxy asphalt (°C) | Modulus of elasticity of steel box girder (×105 MPa) |
| | Initial value | 3.45 | 2400 | 130 | 30 | 2.1 | | Variation range | (2.9, 4) | (2000, 2800) | (100, 160) | (0, 60) | (1.68, 2.52) |
|
|
