Seismic Behaviour of Straight-Tenon Wood Frames with Column Foot Damage

Table 4

Anisotropic parameters of Douglas fir timber.

E1 (Mpa)	E2 (Mpa)	E3 (Mpa)	G12 (Mpa)	G13 (Mpa)	G23 (Mpa)	γ1	γ2	γ3
16400	1300	900	910	1180	79	0.63	0.43	0.37