We propose a method for studying masonry vaults and domes, with the aim of providing a computational tool that can be used to evaluate the safety of masonry structures, as well as to guide the choice of strengthening operationes. We briefly recall the constitutive equation and the numerical methods used for modeling the mechanical behavior of masonry vaults and domes and implemented in the finite element code NOSA. We then describe the study of an existing vault of historical and architectural importance.

Static analysis of masonry vaults and domes

Girardi M;Padovani C;Pagni A;Pasquinelli G
2008

Abstract

We propose a method for studying masonry vaults and domes, with the aim of providing a computational tool that can be used to evaluate the safety of masonry structures, as well as to guide the choice of strengthening operationes. We briefly recall the constitutive equation and the numerical methods used for modeling the mechanical behavior of masonry vaults and domes and implemented in the finite element code NOSA. We then describe the study of an existing vault of historical and architectural importance.
2008
Istituto di Scienza e Tecnologie dell'Informazione "Alessandro Faedo" - ISTI
Inglese
Piero Tiano, Carla Pardini
International workshop IN SITU MONITORING OF MONUMENTAL SURFACES
335
340
978-88-7970-390-1
Edifir - Edizioni Firenze s.r.l.
Firenze
ITALIA
Sì, ma tipo non specificato
27-29 october 2008
Florence, Italy
Masonry material
Vault
Static analysis
Thermal loads
4
restricted
Girardi, M; Padovani, C; Pagni, A; Pasquinelli, G
273
info:eu-repo/semantics/conferenceObject
04 Contributo in convegno::04.01 Contributo in Atti di convegno
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/58548
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