Numerical Study to Assess the Structural Behavior of the Bajrakli Mosque (Western Kosovo)

Table 2

Material properties from previous studies.

Properties	Mustafaraj [9]	Gedik and Celep [55]	Hrasanica and Medic [56]	Ustundag et al. [57]	Beeson, Kubin, Unay [19]	Sepetçi [58]
Unit weight γ (kN/m^3)	21	20	20	17.658	24	24
Modulus of elasticity E (MPa)	1740	2000	3000–5000	2000	450	450
Void ratio	0.2	0.2	—	—	—	0.2
Tensile strength (MPa)	1.42	—	—	—	0.135	—
Compressive strength (MPa)	4.06	—	5	—	0.9	—