Fig. 5From: Finite element assessment FEA of polymer anti-seismic piling techniques for protection of the underground culture heritageDeformed mesh and peak total displacement, the final step: a Kalamata RQ, b Erzincan RQ, c Aqaba RQ. The PGA = 0.24 g. Initial models, Catacombs not equipped with polymer seismic isolatorBack to article page