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.File in questo prodotto:
File | Dimensione | Formato | |
---|---|---|---|
prod_91890-doc_30973.pdf
solo utenti autorizzati
Descrizione: Static analysis of masonry vaults and domes
Tipologia:
Versione Editoriale (PDF)
Dimensione
6.75 MB
Formato
Adobe PDF
|
6.75 MB | Adobe PDF | Visualizza/Apri Richiedi una copia |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.