Abstract:
Earthquakes represent one of the major threats to cultural heritage monuments, such as classical ancient columns.
Understanding the behaviour and dynamic response of such historic structures is useful for the assessment
of the conservation and rehabilitation techniques to be used for their preservation. The behaviour of ancient
multi-drum and monolithic columns subjected to dynamic loads is characterized by highly nonlinearity since
both rocking and sliding phenomena can occur. Analytical studies of multi-drum columns subjected to dynamic
load is extremely complicated, if not impossible to perform. Nowadays, computational methods of analysis can
be used to represent their dynamic response. Using a software based on the Discrete Element Method (DEM) of
analysis, a typical ancient multi-drum and an equivalent in dimensions monolithic columns subjected to horizontal
and combined horizontal and vertical harmonic excitations were modelled to identify the main factors
affecting their stability. Different acceleration amplitude and frequency input records were applied and their role
in the collapse/deformation mechanism was investigated. From the results analyses it was shown that novel
structural analysis tools that extend traditional methods of structural assessment could allow engineers to understand
the mechanisms that have allowed the surviving structures to avoid structural collapse and destruction
during strong earthquakes.