The paper analyses the seismic vulnerability of two different masonry buildings. It provides both an advanced 3D modelling with solid elements and an equivalent frame modelling. The global structural behaviour and the dynamic properties of the compound have been evaluated using the Finite Element Modelling (FEM) technique, where the nonlinear behaviour of masonry has been taken into account by proper constitutive assumptions. A sensitivity analysis is done to evaluate the effect of the choice of the structural models.
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models / Clementi, F.; Mezzapelle, P. A.; Cocchi, G.; Lenci, S.. - STAMPA. - 1863:(2017), p. 450006. (Intervento presentato al convegno INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2016) tenutosi a Rhodes (Greece) nel 19–25 September 2016) [10.1063/1.4992615].
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models
Clementi, F.
;Mezzapelle, P. A.;Cocchi G.;Lenci, S.
2017-01-01
Abstract
The paper analyses the seismic vulnerability of two different masonry buildings. It provides both an advanced 3D modelling with solid elements and an equivalent frame modelling. The global structural behaviour and the dynamic properties of the compound have been evaluated using the Finite Element Modelling (FEM) technique, where the nonlinear behaviour of masonry has been taken into account by proper constitutive assumptions. A sensitivity analysis is done to evaluate the effect of the choice of the structural models.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
