Seismic Behaviour of Straight-Tenon Wood Frames with Column Foot Damage

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Damage height (mm)</td><td class="align_center">Damage external diameter (mm)</td><td class="align_center">Damage internal diameter (mm)</td><td class="align_center">No.</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left" rowspan="3">200</td><td class="align_center" rowspan="3">210</td><td class="align_center">133</td><td class="align_center">ZGW133</td></tr><tr><td class="align_center">163</td><td class="align_center">ZGW163</td></tr><tr><td class="align_center">188</td><td class="align_center">ZGW188</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Dimensions of the model with circumferential column foot damage.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Seismic Behaviour of Straight-Tenon Wood Frames with Column Foot Damage 