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Brückencenter Bridge, Ansbach

Brückencenter Bridge, Ansbach

Client: Municipality of Ansbach

Period: 2009 - 2010

Services:
  • For the Brückencenter Bridge in Ansbach, the maintenance plan was devised for the wooden cross-sections, the surface structure, the concrete components and the corrosion protection for the steel. Additionally, Harrer Engineering was commissioned to manage the repair work. As well as this, the dynamic behaviour caused by human-induced vibrations was also investigated. 
Construction:
  • The superstructure comprises timber beams glued edge-to-edge with an asphalt layer and rests both sides on 8 elastomeric bearings. All supports and stay cables are made of steel.
Span: 24.89 m - 28.58 m - 19.06 m - 2.15 m - 10.98 m

Particulars:
  • Defining and implementing human-induced acceleration time history
  • Carrying out dynamic tests

 

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