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

Table 5

Percentage of bending moment contribution from each area.

Angle (θ)	T (%)	d (%)	f (%)	Side friction (%)
0.0036	4.53E-05	8.00	0	91.99
0.0144	0.00311	35.10	0	64.89
0.0184	0.00627	42.88	0	57.10
0.0243	0.01161	43.41	0.10	56.46
0.0332	0.02297	42.38	0.40	57.19
0.0467	0.04900	39.96	0.20	59.79