This paper presents experimental and numerical investigations conducted on a railway masonry arch bridge located in Bologna, Italy. Experimental static and dynamic tests have been carried out. Then, the outcomes of these analyses have been employed to calibrate a finite element model useful to investigate the structural behavior of the bridge both in its actual state and in the hypothesis of an additional railway track.
C. Mazzotti, S. de Miranda, G. Castellazzi, F. Carrea (2012). Structural assessment of the railway masonry arch bridge crossing the Reno river in Bologna. LONDON : Biondini & Frangopol - Taylor & Francis Group [10.1201/b12352-150].
Structural assessment of the railway masonry arch bridge crossing the Reno river in Bologna
MAZZOTTI, CLAUDIO;DE MIRANDA, STEFANO;CASTELLAZZI, GIOVANNI;
2012
Abstract
This paper presents experimental and numerical investigations conducted on a railway masonry arch bridge located in Bologna, Italy. Experimental static and dynamic tests have been carried out. Then, the outcomes of these analyses have been employed to calibrate a finite element model useful to investigate the structural behavior of the bridge both in its actual state and in the hypothesis of an additional railway track.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
