The Effects of Construction Techniques and Geometrical Properties on the Dynamic Behavior of Historic Timber Minarets in Sakarya, Turkey

Table 6

The material properties of the timber elements used in the construction of minarets.

Mosques	Modulus of elasticity (kN/m^2)		Unit weight (kN/m³)
	Parallel to the grain	Perpendicular to the grain
	Indirect method	Direct method
Teşvikiye Mosque	3960000	520000	5.90
Güllük Mosque	4520000	530000	5.83
Fethiye Mosque	4010000	450000	5.87
Ali Kuzu Mosque	3520000	420000	5.92
Ağa Mosque	5070000	610000	6.01