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Talübergang Schottwien
Austria
Prestressed concrete bridge with four spans (142 m + 250 m + 162 m + 77 m). Calculation with non-linear geometry and non-linear material behaviour due to piers with 130 m height. Built using the balanced cantilevering method.
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- Contract:
- Talübergang Schottwien Bridge, Austria
- Consultant:
- Dipl.-Ing. VOGLER, Wien, Austria
- State of Construction:
- TDV Involvement:
- Bridge modeling
- General advice on construction stage analysis
- Nonlinear Structural Analysis for Construction Stage and Final Stage
- Optimization of the stressing procedure for the tendons
- Analysis of the final closure of the bridge
- Full pre-camber calculation
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