Distribution of Seismic Damage in Steel Buildings Component Equipped by Viscoelastic Dampers against Far-Field Earthquake

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Type of damper</td><td class="align_center">Area (cm<sup>2</sup>)</td><td class="align_center">Thickness (cm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Viscoelastic</td><td class="align_center">8.38</td><td class="align_center">3.1</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The dimensions and size of the viscoelastic damper [<a href="/journals/sv/2021/8291173/#B42" target="_blank">42</a>].</div>

Shock and Vibration

tab6

Table 6

Table 6: Distribution of Seismic Damage in Steel Buildings Component Equipped by Viscoelastic Dampers against Far-Field Earthquake 