Research Article

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

Table 2

Simulation parameters for different tenon sizes and pulling levels.

Damage typeSpecimen numberSlippage proportionApplied tenon pulling damage (mm)Applied tenon contraction damage (total, two sides) (mm)Width of tenon head after pullout (mm)Width of tenon neck after pullout (mm)Length of tenon (mm)

IntactW100.000.0060.050.050
ContractionQ11/510.001.0058.048.050
Q21/412.501.2557.547.550
Q33/1015.001.5057.047.050
Q47/2017.501.7556.546.550
Q52/520.002.0056.046.050
PullingL11/510.000.0050.050
L21/412.500.0050.050
L33/1015.000.0050.050
L47/2017.500.0050.050
L52/520.000.0050.050
MixedLQ11/510.000.5049.050
LQ22/520.001.0048.050
LQ33/1015.000.5049.050
LQ43/1015.001.0048.050

Note. The proportions of pulling : contraction damage in LQ1–LQ4 are 1 : 1, 1 : 1, 2 : 1, and 1 : 2, respectively.