The paper presents one experiment of physical pushover carried out on a scale-down model masonry bridges. The geometry and the properties are fully described, as well as the loading tests performed on the original and on the FRP strengthened model. The cracking and collapse loads of the model are discussed at the light of a limit analysis interpretation of the observed behaviour. The presented analysis is able to point out the mechanisms involved in the resistance capacity to horizontal actions of masonry bridges with multiple arches.

Benedetti, A., Briccoli Bati, S. (2016). Experimental pushover analysis of a model masonry bridge. Rotterdam : CRC Press/Balkema.

Experimental pushover analysis of a model masonry bridge

BENEDETTI, ANDREA;
2016

Abstract

The paper presents one experiment of physical pushover carried out on a scale-down model masonry bridges. The geometry and the properties are fully described, as well as the loading tests performed on the original and on the FRP strengthened model. The cracking and collapse loads of the model are discussed at the light of a limit analysis interpretation of the observed behaviour. The presented analysis is able to point out the mechanisms involved in the resistance capacity to horizontal actions of masonry bridges with multiple arches.
2016
Structural Analysis of Historical Constructions: Anamnesis, diagnosis, therapy, controls - Proceedings of the 10th International Conference on Structural Analysis of Historical Constructions, SAHC 2016
1458
1464
Benedetti, A., Briccoli Bati, S. (2016). Experimental pushover analysis of a model masonry bridge. Rotterdam : CRC Press/Balkema.
Benedetti, Andrea; Briccoli Bati, Silvia
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/600856
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