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PRECAST CONCRETE ELEMENTSwww.cpi-worldwide.com CPI %u2013 Concrete Plant International %u2013 2 | 2026 167Although the numerical investigations represent a preliminary study of the interaction between fa%u00e7ade panels and load-bearing structures in precast buildings subjected to seismic actions, the results are highly encouraging. The MT cantilever support system demonstrated very good performance in terms of load-bearing capacity and ductility, with limited and well-controlled concrete damage. These findings were further confirmed by experimental tests, which validated the numerical predictions and demonstrated the effectiveness of the MT system as a reliable and high-performance solution for precast fa%u00e7ade panels in seismic regions. nFURTHER INFORMATIONEdilmatic S.P.A.Via Gonzaga, 11, 46020 Pegognaga (MN), ItalyT+39 0376 558225 info@edilmatic.it www.edilmatic.itLongitudinal load Fy - lateral displacement %u03b4 y for a vertical load equal to 20 kNEquipment for experimental tests
