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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">R11</td><td class="align_center">R22</td><td class="align_center">R33</td><td class="align_center">R12</td><td class="align_center">R13</td><td class="align_center">R23</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">0.2</td><td class="align_center">0.2</td><td class="align_center">1</td><td class="align_center">1</td><td class="align_center">0.35</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div><i>Note</i>. Dimensionless.<br/></div></td></tr></table>

Advances in Civil Engineering

tab4

Table 4

Table 4: Seismic Performance of Damaged Dovetail Joints with Different Damaged Degrees in Timber Frames 