The static and dynamic response of an old masonry arch bridge have been analysed experimentally and numerically. The work has been carried out to understand cracking state of the bridge and large deflections of the parapets and to program the restoration. The analysis performed have allowed to assess the actual geometry and the characteristics of the materials and to identify the load-carrying structural scheme.

Static and dynamic response of a masonry arch bridge over Arno River / G. CARDINALE; M. ORLANDO; P. SPINELLI. - STAMPA. - 1:(1997), pp. 129-134. ((Intervento presentato al convegno SEVENTH INTERNATIONAL CONFERENCE ON STRUCTURAL FAULTS AND REPAIR 1997, JULY 8-10, 1997 ASSEMBLY ROOMS, GEORGE STREET, EDINBURGH, SCOTLAND, EDITOR: M.C. FORDE tenutosi a EDINBURGO nel 8-10 Luglio.

Static and dynamic response of a masonry arch bridge over Arno River

ORLANDO, MAURIZIO;SPINELLI, PAOLO
1997

Abstract

The static and dynamic response of an old masonry arch bridge have been analysed experimentally and numerically. The work has been carried out to understand cracking state of the bridge and large deflections of the parapets and to program the restoration. The analysis performed have allowed to assess the actual geometry and the characteristics of the materials and to identify the load-carrying structural scheme.
Structural Faults + Repair - 97 - Proceedings of the Seventh International Conference on Structural Faults and Repair 1997
SEVENTH INTERNATIONAL CONFERENCE ON STRUCTURAL FAULTS AND REPAIR 1997, JULY 8-10, 1997 ASSEMBLY ROOMS, GEORGE STREET, EDINBURGH, SCOTLAND, EDITOR: M.C. FORDE
EDINBURGO
8-10 Luglio
G. CARDINALE; M. ORLANDO; P. SPINELLI
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2158/10143
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