This work focuses on the built heritage in Romania, with particular attention to five Orthodox masonry churches located in the Banat region, whose structural configuration is characterized by a unique nave and a bell tower included into the main façade. In a companion paper the seismic numerical investigations of Romanian masonry churches according to the Romanian regulations is presented. In this paper, firstly, a seismic performance comparison of the five churches with simplified risk assessment methods is conducted. Then, the preliminary results of a case study, obtained with both a macro-elements approach and a FEM model, are illustrated and commented. The numerical results here discussed belong to ongoing research campaign addressed to highlight the main characteristics of the seismic performance of the Romanian churches, also including the damage observed under seismic events, as well as to compare the results to each other.
Seismic assessment of typical historical masonry churches in the Banat region, Romania - Part II / Monaco, Anna Lo; Grillanda, Nicola; Onescu, Iasmina; Fofiu, Mihai; Clementi, Francesco; D'Amato, Michele; Formisano, Antonio; Milani, Gabriele; Mosoarca, Marius. - In: PROCEDIA STRUCTURAL INTEGRITY. - ISSN 2452-3216. - STAMPA. - 44:(2023), pp. 2044-2051. (Intervento presentato al convegno XIX ANIDIS Conference tenutosi a Torino nel 11-15 Settembre 2022) [10.1016/j.prostr.2023.01.261].
Seismic assessment of typical historical masonry churches in the Banat region, Romania - Part II
Clementi, FrancescoMembro del Collaboration Group
;
2023-01-01
Abstract
This work focuses on the built heritage in Romania, with particular attention to five Orthodox masonry churches located in the Banat region, whose structural configuration is characterized by a unique nave and a bell tower included into the main façade. In a companion paper the seismic numerical investigations of Romanian masonry churches according to the Romanian regulations is presented. In this paper, firstly, a seismic performance comparison of the five churches with simplified risk assessment methods is conducted. Then, the preliminary results of a case study, obtained with both a macro-elements approach and a FEM model, are illustrated and commented. The numerical results here discussed belong to ongoing research campaign addressed to highlight the main characteristics of the seismic performance of the Romanian churches, also including the damage observed under seismic events, as well as to compare the results to each other.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
