Browsing by Author "Caprili, Silvia"
Now showing items 1-10 of 10
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A building classification system for multi-hazard risk assessment of historical religious buildings
Del Carlo, Federica; Caprili, Silvia; Ferreira, Thiago Miguel; Roca Fabregat, Pedro; Uzielli, Marco (National Technical University of Athens, 2023)
Conference report
Open AccessUnReinforced Masonry (URM) religious buildings have proven to require special attention in the context of natural hazards risk assessment due to their high vulnerability – connected to aging and types of construction — and ... -
Accuracy of Ground Penetrating Radar (GPR) in locating post-tensioned cables
Mazzatura, Isabella; Caprili, Silvia; Salvatore, Walter; Casas Rius, Joan Ramon (Elsevier, 2024)
Conference report
Open AccessThe inspection and assessment of post-tensioned (PT) bridges is a complex issue, first involving the evaluation of the conservation status of the cables. One of the most crucial pieces of information to be confident with ... -
Bayesian-updated POD of ultrasonic tomography in the inspection of PT bridges
Mazzatura, Isabella; Casas Rius, Joan Ramon; Caprili, Silvia; Salvatore, Walter (2024)
Conference report
Open AccessThe present research aims to furnish a proper methodology for the reliability assessment of non-destructive tests in the particular field of inspection of post-tensioned (PT) structures. The focus is on the Ultrasonic ... -
Cluster analysis for informing vulnerability assessment of masonry churches to natural hazards
Del Carlo, Federica; Caprili, Silvia; Ferreira, Thiago Miguel; Roca Fabregat, Pedro; Uzielli, Marco (2025-03)
Article
Restricted access - publisher's policyAccording to a census by the Catholic Church, Italy’s territory hosts more than sixty thousand buildings of worship. Most of these buildings were built between the first and the nineteenth century A.D., with a load-bearing ... -
Deriving analytical fragility curves for masonry churches based on stochastic nonlinear analyses
Del Carlo, Federica; Caprili, Silvia; Ferreira, Thiago Miguel; Roca Fabregat, Pedro; Uzielli, Marco (Springer, 2024)
Conference report
Restricted access - publisher's policyThis paper proposes an approach for deriving analytical fragility curves for religious masonry buildings based on stochastic static nonlinear analyses to support seismic vulnerability assessment and risk mitigation. A ... -
Inspection and assessment of PT structures: results from application to an existing bridge
Mazzatura, Isabella; Caprili, Silvia; Salvatore, Walter; Casas Rius, Joan Ramon; Gammino, Massimo; Ferrari, Filippo; Piscini, Andrea (Taylor & Francis Group, 2023)
Conference report
Open AccessPre-stressed concrete with post-tensioned (PT) cables historically represented an attractive alternative to ordinary reinforced concrete (RC). A wide portion of the world-wide existing concrete bridges was PT. As the nominal ... -
Investigation on the seismic response of a large monumental complex
Caprili, Silvia; Puncello, Irene; Roca Fabregat, Pedro (International Centre for Numerical Methods in Engineering (CIMNE), 2021)
Conference report
Open AccessHistorical masonry structures are characterised by a high level of seismic vulnerability, as demonstrated by recent and past seismic events. Monumental buildings, in particular, represent a very challenging topic. Their ... -
Reliability of ultrasonic tomography in detecting grouting defects in post-tensioned structures by PoD curves
Mazzatura, Isabella; Casas Rius, Joan Ramon; Salvatore, Walter; Caprili, Silvia (Elsevier, 2024-03)
Article
Open AccessThe present research aims to assess the reliability of Ultrasonic Tomography (UT) of void detection in post-tensioning ducts due to inappropriate execution of grouting. The methodology is based on the construction of the ... -
Reliability of UT for the grouting inspection in PT bridges: a case study
Mazzatura, Isabella; Casas Rius, Joan Ramon; Caprili, Silvia; Salvatore, Walter (2024)
Conference report
Open AccessThe inspection of the condition of prestressing steel in post-tensioned structures is a challenging issue because of the potential presence of corrosion in the tendons not warned by any other visible degradation condition. ... -
Simplified numerical approach for the structural analysis of monumental historical aggregates: the case study of Certosa di Calci
Puncello, Irene; Caprili, Silvia; Roca Fabregat, Pedro (2022-08)
Article
Open AccessMonumental historical buildings are worldwide recognized as a fundamental component of the World Cultural Heritage to be preserved for future generations. Their structural performance analysis needs to face challenging ...