Seismic Performance of Damaged Dovetail Joints with Different Damaged Degrees in Timber Frames

Table 3

Northeast red pine wood constants.

E1 (MPa)	E2 (MPa)	E3 (MPa)	u12 (−)	u13 (−)	u23 (−)	G12 (MPa)	G13 (MPa)	G23 (MPa)
650	275	10000	0.035	0.02	0.02	210	650	275