Numerical prediction of the earthquake response of classical columns using the distinct element method

By C. Papantonopoulos, I. Psycharis, D. Papastamatiou, J. Lemos, H. Mouzakis. 2002

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Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions (2017, background): “…et al. 2008; Sarhosis et al. 2014a), stone masonry arches and aqueducts (Roberti 2001; Roberti and Calvetti 1998; Lemos 2004; Tóth et al. 2009; Sarhosis et al. 2014b) and column-architrave structures under seismic action (Papantonopoulos et al. 2002; Psycharis et al. 2003; Stefanou 2011).”
Dynamic motion of a conical frustum over a rough horizontal plane (2011, unknown): “The results were quite satisfactory [29].”
Discrete Element Modeling of Masonry Structures (2007, background): “Shaking table experiments of a 1:3 scale model of a marble drum column of the Parthenon, reported by Papantonopoulos et al. (2002), showed the marked sensitivity of this type of problem to the initial conditions and testing procedures.”