Research Article
Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders
Table 1
Material properties of the cable-stayed bridge.
| | Members | Material | Modulus of elasticity (MPa) | Sectional area (m2) |
| | Pylon | | 3.45 × 104 | 16.04∼27.0 | | Deck | | 3.25 × 104 | 4.70 | | Truss girder | | 2.06 × 105 | 0.10 | | Horizontal and lateral bars | | 2.06 × 105 | 0.27 × 10−1 | | Cables (per) | | 1.95 × 105 | (0.53∼1.34 )× 10−2 |
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