none5noThe paper presents some preliminary results of the dynamic monitoring of the Ficarolo Tower. The Ficarolo Tower is an historical masonry bell tower about 68 m high and characterized by an impressive inclination. The tower reported serious damage during the seismic sequence of May 2012 and, consequently, retrofitting interventions were carried out and a continuous dynamic monitoring system was installed. Valuable information on the structural behaviour and the structural health in the case of seismic events can be obtained from the monitoring system. Modal-based damage detection procedure are based on the relation between variations in the measured modal parameters and changes in the physical properties, such as stiffness reductions d...