The paper deals with the analysis of masonry domes provided with thickness. The structure of the dome is modelled as a discrete system of rigid shell elements linked. In accordance with the assumption that only compressive forces can be transmitted from one element to another, no tensile strength in the joints is considered. In the numerical procedure, based on the use of Moore-Penrose generalized inverse, the solution relative to the standard material (linear elastic and bilateral behaviour) is assumed as starting point and is subsequently corrected according to the actual material skills which characterize

Masonry domes. A numerical model of analysis under no tension hypotheses / G. TEMPESTA; M. PARADISO; E. PIERONI. - ELETTRONICO. - Shell and Spatial Structures from Models to Realization:(2004), pp. 182-189. (Intervento presentato al convegno IASS 2004. International Symposium Shell and Spatial Structures from Models to Realization tenutosi a Montpellier nel Settembre, 20-24).

Masonry domes. A numerical model of analysis under no tension hypotheses

TEMPESTA, GIACOMO;PARADISO, MICHELE;PIERONI, EVA
2004

Abstract

The paper deals with the analysis of masonry domes provided with thickness. The structure of the dome is modelled as a discrete system of rigid shell elements linked. In accordance with the assumption that only compressive forces can be transmitted from one element to another, no tensile strength in the joints is considered. In the numerical procedure, based on the use of Moore-Penrose generalized inverse, the solution relative to the standard material (linear elastic and bilateral behaviour) is assumed as starting point and is subsequently corrected according to the actual material skills which characterize
2004
Shell and Spatial Structures from Models to Realization
IASS 2004. International Symposium Shell and Spatial Structures from Models to Realization
Montpellier
Settembre, 20-24
G. TEMPESTA; M. PARADISO; E. PIERONI
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/569297
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