A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy)

Author:

Liguori Francesco S.ORCID,Fiore Stefania,Perelli Francesca L.,De Gregorio Daniela,Zuccaro Giulio,Madeo Antonio

Abstract

AbstractThe paper presents a mechanical-based framework for the evaluation of local-scale seismic fragility curves. The approach is oriented to a seismic vulnerability assessment of unreinforced masonry buildings and makes use of basic exposure data easily obtained from survey or available in existing database. An efficient finite element model and static nonlinear analyses are employed to assess the structural behaviour. The mechanical-based fragility curves are evaluated using Monte Carlo simulations that allow to account for the uncertainties propagation. The proposed approach is tested on a case-study regarding the city centre of Cosenza, in southern Italy, using exposure information available from CARTIS database.

Funder

Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri

Università della Calabria

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

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