Although good design practice may partially mitigate the localized damage observed in the cladding connections and at the corner of the corbels, the results found by the experimental program confirmed the inadequate seismic behavior of this frame typology. It was characterized
by a nearly elastic-fragile global response as a consequence of structural deficiencies intrinsic to static scheme and connection systems. Therefore, the application of this precast concrete solution for earthquake resistance is not recommended in zones of high seismic hazard.