Bridge in Puławy (object state)

A condition of an object at a particular time, reflecting the object's ability to fulfil it's requirements.

Properties

Element type

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Object state

Summary

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The bridge over Wisla River was constructed generally for roadway use. The most important damage for this bridge is excessive deformation and displacements. It is very important for dynamic behaviour of the bridge. It is used three performance indicator: deformation, deflection, angular displacements and other loads (e.g. temperature). The signal of sensors could monitoring dynamic response. This leads to reduction risks of the deformation.

Prior information

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Monitoring data

Performance indicator

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Deformation, Displacement, Other actions (wind/temperature/earthquake), Other, Angular displacements

"Other" is not in the list (Deformation, Displacement, Traffic information via WIM/BWIM, Dynamic response (acceleration/damping/frequencies), Material mechanical properties, Chemical properties, Electrical properties, Load bearing capacity, Spatial properties (concrete cover/duct voids), Other actions (wind/temperature/earthquake), ...) of allowed values for the "Performance indicator" property. "Angular displacements" is not in the list (Deformation, Displacement, Traffic information via WIM/BWIM, Dynamic response (acceleration/damping/frequencies), Material mechanical properties, Chemical properties, Electrical properties, Load bearing capacity, Spatial properties (concrete cover/duct voids), Other actions (wind/temperature/earthquake), ...) of allowed values for the "Performance indicator" property.

Relations with other elements

Bridge in Puławy (object state)

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Observed deterioration processes Fatigue, Fatigue

Bridge in Puławy (object state)

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Observed damage types Excessive deformation, Displacement

Bridge in Puławy (case study)

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Concluded object state Bridge in Puławy (object state)