The present paper deals with the analysis of the dynamic behaviour of a medieval tower placed in a landslide area. All the available documents have been analysed, a geometrical survey was performed and a visual inspection, in order to verify the actual conditions of the tower with respect to the effects of the landslide and the degradation of the structural materials, was conducted too. Interesting conclusions have been obtained about the integrity state of the tower and the proposed procedure could be generalized to predict the behaviour of the tower under other kinds of unexpected environmental events.

Health monitoring through a tuned FE model of a medieval tower placed in a landslide area / Diaferio, Mariella; Foti, Dora; Giannoccaro, Nicola Ivan; Ivorra, Salvador. - STAMPA. - (2019), pp. 379-394. (Intervento presentato al convegno 5th International Congress on Mechanical Models in Structural Engineering, CMMoST 2019 tenutosi a Alicante, Spain nel October 23-25, 2019).

Health monitoring through a tuned FE model of a medieval tower placed in a landslide area

Diaferio, Mariella;Foti, Dora;
2019-01-01

Abstract

The present paper deals with the analysis of the dynamic behaviour of a medieval tower placed in a landslide area. All the available documents have been analysed, a geometrical survey was performed and a visual inspection, in order to verify the actual conditions of the tower with respect to the effects of the landslide and the degradation of the structural materials, was conducted too. Interesting conclusions have been obtained about the integrity state of the tower and the proposed procedure could be generalized to predict the behaviour of the tower under other kinds of unexpected environmental events.
2019
5th International Congress on Mechanical Models in Structural Engineering, CMMoST 2019
978-84-17924-58-4
Health monitoring through a tuned FE model of a medieval tower placed in a landslide area / Diaferio, Mariella; Foti, Dora; Giannoccaro, Nicola Ivan; Ivorra, Salvador. - STAMPA. - (2019), pp. 379-394. (Intervento presentato al convegno 5th International Congress on Mechanical Models in Structural Engineering, CMMoST 2019 tenutosi a Alicante, Spain nel October 23-25, 2019).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11589/231038
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