...Miqdad Hussain; Bin Peng Unreinforced masonry walls (UMWs) exhibit insufficient seismic capacity owing to their low tensile strength, rapid stiffness degradation, and brittle failure under cyclic in-plane loading. This study proposed a detailed micro-modelling approach to simulate the in-plane...

... to increasing, static, horizontal actions. computational mechanics masonry limit equilibrium methods Particularly, Equations 2–4 can be thought of as a scalar, a two-dimensional (2D) vector and a matrix, respectively. The position of the centroid of the interface r G can be evaluated...