Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow

Table 6

Maximum displacements (mm) elicited by the three models.

Node	Model
	4	5	6
1	2.03	1.99	1.96
2	2.65	2.60	2.47
3	1.67	1.49	1.47
4	0.27	0.25	0.24