In this paper will be presented an assessment procedure done on an existing historical r.c. bridge in Verona. A reliability analysis has been performed with a f.e. model considering stochastic data about materials. An in- situ survey has been done to collect data about materials, geometry and damage. Finally, a modal analysis has been carried out to identify the bridge structural system and assess damage. Information about material damage, serviceability and safety has been retrieved.
Reliability analysis and in-field investigation of a r.c. bridge over river Adige in Verona, Italy
CARTURAN, FEDERICO;ISLAMI, KLEIDI;PELLEGRINO, CARLO;MODENA, CLAUDIO
2012
Abstract
In this paper will be presented an assessment procedure done on an existing historical r.c. bridge in Verona. A reliability analysis has been performed with a f.e. model considering stochastic data about materials. An in- situ survey has been done to collect data about materials, geometry and damage. Finally, a modal analysis has been carried out to identify the bridge structural system and assess damage. Information about material damage, serviceability and safety has been retrieved.
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