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:
  • Completed
• 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