Seismic rehabilitation of cultural heritage masonry buildings with unbonded fiber reinforced elastomeric isolators (U-FREIs) – A case of study

In order to assess the structural behavior and to evaluate the seismic vulnerability of masonry structuresof relevant historical and artistic significance, which is a widespread building type in Italy and in the world,an historical masonry church is analyzed under earthquake loading. Linear and non-linear analyses areperformed on the finite element models of the structure. From these analyses it is pointed out that thestructure does not behave elastically in its existing condition even when subjected to the frequent designearthquake (81% probability of being exceeded over 50 years). Two traditional rehabilitation methods arestudied: the placement of a rigid diaphragm which connects the top of the masonry walls only enclosingthe church entrance area and the placement of a rigid diaphragm which connects the tops of all masonrywalls. None of the traditional method is sufficient for the structure to survive basic design earthquake(10% probability of being exceeded over 50 years). Hence an advanced seismic retrofit solution usinginnovative carbon fiber reinforced elastomeric isolators is proposed. The proposed intervention consistsin the installation of six Unbonded Fiber-Reinforced Elastomeric Isolators (U-FREI) and six Flat SurfaceSliders (FSS) as passive protective devices besides the placement of a rigid diaphragm which connects thetops of all masonry walls. The process of installation of the devices is illustrated. The use of the proposedsolution leads to a remarkable enhancement of the seismic response capacities of the structure; indeeda general elastic response under the Basic Design Earthquake (BDE) is attained.