This paper presents a new method to model the nonlinear behavior of double-curvature
masonry structures, possibly reinforced by composite materials, by means of conventional …

Within the context of the lower bound theorem of classical limit analysis, the collapse of
stone masonry arches and domes characterized by finite friction and uncertain finite …

The present article aims to explore the non-standard plastic behaviour that occurs in
masonry structures when considering a finite Coulomb friction, by starting from the …

During the last decades, several studies on masonry structures have revealed the mature
profile of an interdisciplinary branch of mechanics, encompassing advanced issues related …

The load-bearing capacity of selected case studies of domes belonging to the architectural
heritage is evaluated by means of two different semi-analytical approaches framed in the …

This study, framed within the context of the lower bound theorem of limit analysis, aims to
assess the anti-funicular equilibrium of masonry arches and domes using a computational …

The classical limit analysis of masonry arches provides a value of the collapse load without
adequately considering the uncertainties related to the compressive strength of the material …

This contribution describes non-linear finite element analyses conducted to investigate the
collapse behavior of the ogival dome with oculus and lantern of the Anime Sante church in …

A simple numerical approach to predict the efficacy of FRP hooping in historical masonry
domes is presented. The dome is modelled with 8-noded elastic hexahedron elements …

A new model for nonlinear static analysis of masonry domes subjected to point loads on the
crown is presented. Its simplicity makes it usable in common practise by unexperienced …