Research Article
Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes
Table 1
Material properties of Puqian Bridge.
| Structural components | Material | Elastic modulus (GPa) | Yield stress (MPa) | Density (kg/m3) |
| Tower and bents | Concrete | 34.5 | 32.5 | 2600 | Steel bar | 210 | 400 | 7850 | Deck | Steel plate | 210 | 345 | 7850 | Cables | Steel strand | 195 | 1860 | 7850 |
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