Corotational Beam-Interface Model for Stability Analysis of Reinforced Masonry Walls
Under horizontal loadings, such as seismic actions, buckling phenomena can strongly affect the bearing capacity of masonry walls to gravity loads. Indeed, due to the low tensile strength of the mortar, when vertically loaded masonry members are subjected to bending moments induced by load eccentricity, out-of-plane collapse mechanisms often prevail
on compressive vertical crushing. This work presents a two-dimensional micromechanical approach relying