“…The major seismic vulnerabilities in precast industrial buildings were highlighted during past earthquakes and well documented in the literature (Belleri et al, 2015a;Belleri et al, 2015b;Casotto et al, 2015;Ercolino et al, 2016;Bournas et al, 2014;Minghini et al, 2016;Nastri et al, 2017;Palanci et al, 2017;Savoia et al, 2012;Toniolo and Colombo, 2012;Biondini and Toniolo, 2009). Typical observed collapses were related to the loss of support of roofing elements and/or beams, overturning of cladding panels, and failures at the beam-column joint, such as dowel failure or RC forks out-of-plane failure (Brunesi et al, 2015;Belleri et al, 2016;Belleri et al, 2017;Scotta et al, 2015;Colombo et al 2016;Demartino et al 2018;Torquati et al, 2018;Ercolino et al, 2018;Bosio et al al., 2020;Sousa et al, 2020b).…”