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

Table 4

Maximum displacements (mm) of models 1 to 3.

Node	Model
	1	2	3
1	2.00	2.08	2.05
2	2.60	2.54	2.63
3	1.49	1.52	1.56
4	0.23	0.27	0.28