Sensitivity to Damage Imperfection for Multileaf Masonry Walls Based on Vibrational Analyses

Table 3

Mechanical properties adopted for external masonry walls.

Young’s modulus (MPa)	Shear modulus (MPa)	Poisson’s coefficient
E11 = 3450	G12 = 765	ν12 = 0.220
E22 = 3063	G23 = 782	ν23 = 0.248
E33 = 3560	G13 = 933	ν13 = 0.210