Model updating of monumental buildings is usually performed based on the results of experimental modal analysis campaigns. In this paper, we present a different strategy for model calibration, which is realised on data acquired by a permanent static monitoring system. When both mechanical and environmental (temperature) data set are available, a thermomechanical model updating can be executed. This study contains the results of a thermomechanical Finite Element Model (FEM) updating conducted on the “Regina Montis Regalis” dome, in Vicoforte (Italy).

Thermomechanical model updating of the world’s largest oval dome / Ceravolo, Rosario; Chiorino, MARIO ALBERTO; DE LUCIA, Giulia; Giorgia, Grasso; Pecorelli, MARICA LEONARDA. - (2016), pp. 1153-1160. ((Intervento presentato al convegno 10th International Conference on Structural Analysis of Historical Constructions – Anamnesis, diagnosis, therapy, controls tenutosi a Leuven (B) nel 13-15 September 2016.

Thermomechanical model updating of the world’s largest oval dome

CERAVOLO, Rosario;CHIORINO, MARIO ALBERTO;DE LUCIA, GIULIA;PECORELLI, MARICA LEONARDA
2016

Abstract

Model updating of monumental buildings is usually performed based on the results of experimental modal analysis campaigns. In this paper, we present a different strategy for model calibration, which is realised on data acquired by a permanent static monitoring system. When both mechanical and environmental (temperature) data set are available, a thermomechanical model updating can be executed. This study contains the results of a thermomechanical Finite Element Model (FEM) updating conducted on the “Regina Montis Regalis” dome, in Vicoforte (Italy).
978-1-138-02951-4
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2650393
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