In this study some results of seismic risk analysis conducted on an Italian existing masonry buildings stock are shown. In particular, typological vulnerability and fragility curves are presented by analyzing the AeDES forms available in Da.D.O. web-gis database, collecting the damage data due to L'Aquila 2009 earthquake. The obtained results clearly show the high vulnerability of the building stock investigated, allowing also of evaluating the seismic performance in economic terms.
Vulnerability analysis of existing Italian masonry buildings from surveyed damage due to 2009 L’Aquila earthquake / D'Amato, Michele; Laguardia, Raffaele; Gigliotti, Rosario. - 2425:(2022). (Intervento presentato al convegno International Conference on Numerical Analysis and Applied Mathematics 2020, ICNAAM 2020 tenutosi a Rhodes, Greece) [10.1063/5.0081308].
Vulnerability analysis of existing Italian masonry buildings from surveyed damage due to 2009 L’Aquila earthquake
Laguardia RaffaeleSecondo
;Gigliotti, RosarioUltimo
2022
Abstract
In this study some results of seismic risk analysis conducted on an Italian existing masonry buildings stock are shown. In particular, typological vulnerability and fragility curves are presented by analyzing the AeDES forms available in Da.D.O. web-gis database, collecting the damage data due to L'Aquila 2009 earthquake. The obtained results clearly show the high vulnerability of the building stock investigated, allowing also of evaluating the seismic performance in economic terms.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
