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
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2022-01-01
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.File in questo prodotto:
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2020_ICNAAM_5.00_Vulnerability analysis of existing Italian masonry buildings.pdf
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