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

Table 2

Maximum displacement (mm) of the control and reinforced models.

Node	Model
	Control model	Reinforced model	Percentage reduction
1	2.14	2.03	5.1%
2	2.16	2.02	6.5%
3	1.69	1.58	6.5%
4	0.35	0.32	8.6%