Research Article
A New Multiconstraint Method for Determining the Optimal Cable Stresses in Cable-Stayed Bridges
Table 1
Static analysis results of the simulated cable-stayed bridge.
| Analysis type | Maximum bending moment at pylon bases (N·m) | Maximum top pylon deflection (m) | Maximum bending moment in main girder (N·m) | Maximum girder deflection (m) |
| Static analysis with pretension in cables (ULM) | | 0.07 | | 0.033 | Static analysis with pretension in cables (multiconstraint method) | | 0.009 | | 0.017 |
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