The paper deals with the application to "Castagnara" masonry bridge in Padua, Italy of an originally developed methodology to retrofit and repair. In this paper the investigations related to the damage of the bridge, the retrofit by FRP elements and the results of the consolidation are shown. A non-linear analysis of the bridge has been performed to see the effective benefits due to the retrofit.
Retrofit with FRP elements and seismic performence assessment of the historic "Castagnara" Bridge in Padua, Italy
RUSSO, Gaetano;
2010-01-01
Abstract
The paper deals with the application to "Castagnara" masonry bridge in Padua, Italy of an originally developed methodology to retrofit and repair. In this paper the investigations related to the damage of the bridge, the retrofit by FRP elements and the results of the consolidation are shown. A non-linear analysis of the bridge has been performed to see the effective benefits due to the retrofit.File in questo prodotto:
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