The preliminary results of an ambient-vibration based investigation conducted on a large sample of historic masonry towers in the Marche region (Central Italy) are presented, with a focus on the belfry of Collegiata of Santa Maria in Visso (Italy). The assessment procedure includes full-scale ambient vibration testing, ambient modal identification, 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.
Tracking modal parameter evolution ofdifferent cultural heritage structures damaged by central Italy earthquake of 2016 / Ribilotta, E.; Giordano, E.; Ferrante, A.; Clementi, F.; Lenci, S.. - In: AIP CONFERENCE PROCEEDINGS. - ISSN 0094-243X. - STAMPA. - 2293:(2020), p. 380012. (Intervento presentato al convegno International Conference on Numerical Analysis and Applied Mathematics 2019, ICNAAM 2019 tenutosi a Sheraton Rhodes Resort, grc nel 2019) [10.1063/5.0026434].
Tracking modal parameter evolution ofdifferent cultural heritage structures damaged by central Italy earthquake of 2016
Giordano E.;Ferrante A.;Clementi F.
;Lenci S.
2020-01-01
Abstract
The preliminary results of an ambient-vibration based investigation conducted on a large sample of historic masonry towers in the Marche region (Central Italy) are presented, with a focus on the belfry of Collegiata of Santa Maria in Visso (Italy). The assessment procedure includes full-scale ambient vibration testing, ambient modal identification, 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.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
