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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="2">Column</td><td class="align_center" colspan="3">Strut</td></tr><tr class="thead"><td class="align_left">Diameter (mm)</td><td class="align_center">Height (mm)</td><td class="align_center">Length (mm)</td><td class="align_center">Width (mm)</td><td class="align_center">Height (mm)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">210</td><td class="align_center">1650</td><td class="align_center">1400</td><td class="align_center">120</td><td class="align_center">180</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Seismic Performance of Damaged Dovetail Joints with Different Damaged Degrees in Timber Frames 