Gabriele Milani

Comparative assessment of image-derived mesh topologies for kinematic limit analysis of irregular masonry with rigid and dissipative elements

Abstract The mechanical response of irregular masonry is strongly influenced by the geometrical arrangement of blocks and joints, as well as by the regions and interfaces where dissipation is allowed to occur. This contribution investigates these aspects using kinematic limit ana...

Structural Behaviour of Umbrella Vaults Under Self-Weight: A Case Study

Masonry buildings belonging to the architectural heritage are often characterized by the presence of masonry arches, vaults, and domes. A thorough structural assessment of masonry vaults is essential from a conservation perspective, as these elements are often subject to damage,...