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: | Autore Email Perelli, Francesca Linda francescalinda.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: | nome email Rosati, Luciano rosati@unina.it |
| Tutor: | nome email 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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