Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM

Table 2

Material properties of the interface Coulomb friction model.

	y-direction	x-direction
Normal stiffness (kN)	6000 N/mm³	3000 N/mm³
Shear stiffness (ks)	60 N/mm³	30 N/mm³
Friction angle (φ)	30 degree	30 degree
Dilatancy (ψ)	0	0
Model for gap appearance	Brittle	Brittle
Tensile strength	1e − 10 N/mm^2	1e − 10 N/mm^2