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.
2010
9783857481222
File in questo prodotto:
Non ci sono file associati a questo prodotto.

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11390/697159
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 2
  • ???jsp.display-item.citation.isi??? ND
social impact