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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Item Type:	Tesi di dottorato
Lingua:	English
Title:	Seismic response of NTS masonry buildings through limit state and D.E.M. analysis
Creators:	Creators Email Perelli, Francesca Linda francescalinda.perelli@unina.it
Date:	April 2020
Number of Pages:	158
Institution:	Università degli Studi di Napoli Federico II
Department:	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 UNSPECIFIED
Date:	April 2020
Number of Pages:	158
Uncontrolled Keywords:	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
Date Deposited:	19 Mar 2020 07:50
Last Modified:	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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