The preliminary results of an ambient-vibration based investigation conducted on the San Ciriaco Belfry in Ancona (Italy) is presented. The assessment procedure includes full-scale ambient vibration testing, modal identification from ambient vibration responses, finite element modeling and dynamic-based identification of the uncertain structural parameters of the model. As the most doubtful parameters, the modulus of elasticity of the masonry is adjusted to achieve the experimental results with numerical model by simple operations
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona / Ribilotta, Elisa; Clementi, Francesco; Pellegrino, Marco; Poiani, Marina; Gazzani, Valentina; Santilli, Graziano; Lenci, Stefano. - STAMPA. - 2040:(2018), p. 090005. (Intervento presentato al convegno INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING 2018 (ICCMSE 2018) tenutosi a Thessaloniki, Greece nel 14–18 March 2018) [10.1063/1.5079151].
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona
Ribilotta, Elisa;Clementi, Francesco
;Poiani, Marina;Gazzani, Valentina;Lenci, Stefano
2018-01-01
Abstract
The preliminary results of an ambient-vibration based investigation conducted on the San Ciriaco Belfry in Ancona (Italy) is presented. The assessment procedure includes full-scale ambient vibration testing, modal identification from ambient vibration responses, finite element modeling and dynamic-based identification of the uncertain structural parameters of the model. As the most doubtful parameters, the modulus of elasticity of the masonry is adjusted to achieve the experimental results with numerical model by simple operationsI documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
