Perelli, Francesca Linda (2020) Seismic response of NTS masonry buildings through limit state and D.E.M. analysis. [Tesi di dottorato]

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Tipologia del documento: Tesi di dottorato
Lingua: English
Titolo: Seismic response of NTS masonry buildings through limit state and D.E.M. analysis
Autori:
AutoreEmail
Perelli, Francesca Lindafrancescalinda.perelli@unina.it
Data: Aprile 2020
Numero di pagine: 158
Istituzione: Università degli Studi di Napoli Federico II
Dipartimento: Ingegneria Civile, Edile e Ambientale
Dottorato: Ingegneria strutturale, geotecnica e rischio sismico
Ciclo di dottorato: 32
Coordinatore del Corso di dottorato:
nomeemail
Rosati, Lucianorosati@unina.it
Tutor:
nomeemail
Zuccaro, Giulio[non definito]
Data: Aprile 2020
Numero di pagine: 158
Parole chiave: seismic vulnerability masonry buildings limit analysis discrete element methods
Settori scientifico-disciplinari del MIUR: Area 08 - Ingegneria civile e Architettura > ICAR/08 - Scienza delle costruzioni
Depositato il: 19 Mar 2020 07:50
Ultima modifica: 08 Nov 2021 12:16
URI: http://www.fedoa.unina.it/id/eprint/13148

Abstract

The work has the aim to provides vulnerability curves for Italian masonry buildings in respect to the seismic actions. To this purpose two approaches have been used. The first one is observational-statistical, and vulnerability curves has been built on the basis of data representative of the effective Italian buildings typologies. The second one is analytical and has the aim to show a method to built vulnerability curves specific for each kind of typology distribution. Furthermore it has the purpose to estimate the influence of some significant parameters, such as floors and ties, on the seismic vulnerability. This second part exploits the limit analysis to describe the out of plane behavior of the masonry buildings and a discrete element method to define the in plane behavior.

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