The paper deals with the mechanical behaviour of ancient masonry constructions subjected to static vertical loads. The cases considered concern structures designed to cover a given span. Masonry is modelled as a no-tension orthotropic. Three cases are analysed. The purpose of the study is to recognise for each case the bearing structure. As a consequence of the modelling the masonry is divided into macro-elements separated by possible fracture lines which define the starting of probable regions where damage can be localised.
On the behaviour of ancient masonry structures subjected to static loads: Case studies / Basili, Michela; Sinopoli, Anna. - ELETTRONICO. - (2010), pp. 180-185. (Intervento presentato al convegno 19th IEEE International Workshops on Enabling Technologies: Infrastructure for Collaborative Enterprises, WETICE 2010 tenutosi a Larissa, grc nel 2010) [10.1109/WETICE.2010.34].
On the behaviour of ancient masonry structures subjected to static loads: Case studies
Basili, Michela
;Sinopoli, Anna
2010
Abstract
The paper deals with the mechanical behaviour of ancient masonry constructions subjected to static vertical loads. The cases considered concern structures designed to cover a given span. Masonry is modelled as a no-tension orthotropic. Three cases are analysed. The purpose of the study is to recognise for each case the bearing structure. As a consequence of the modelling the masonry is divided into macro-elements separated by possible fracture lines which define the starting of probable regions where damage can be localised.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
