Arcos de Alconétar Viaduct (object state)
A condition of an object at a particular time, reflecting the object's ability to fulfil it's requirements.
Properties
Element type
:
Object state
Summary
:
The maximum vibration recorded since the deflectors were installed is 0.060g (± 37mm amplitude), caused by an average wind speed of 29km/h and associated with a frequency of 0.64Hz. That movement is 20 times less than that estimated in the structure before the installation of the deflectors.
Prior information
:
Drawings, Design documents, Previous inspections, Design standards, Monitoring data, Numerical models
Performance indicator
:
Displacement, Dynamic response (acceleration/damping/frequencies), Other actions (wind/temperature/earthquake)
Inspection method
:
Other
Relations with other elements
:
Concluded object state Arcos de Alconétar Viaduct (object state)
The inspection method used in this case study to determine the object state was "Other". This can include any of the following surveying technologies. Click one of the links below for more information:
Other
- (No corresponding surveying technology was found.)
Other inspection/monitoring method: Electronic sensors with static/dynamic data acquisition system, real-time transmission system and cloud web platform.