Effectiveness of Friction Dampers in Seismic and Wind Response Control of Connected Adjacent Steel Buildings

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Properties of friction damper</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Effective stiffness</td><td class="align_center">0</td></tr><tr><td class="align_left">Stiffness</td><td class="align_center">5000<i>k</i>, <i>k</i> is the stiffness of each storey</td></tr><tr><td class="align_left">Yield strength</td><td class="align_center">0.3 <i>W</i>, <i>W</i> is the storey weight</td></tr><tr><td class="align_left">Postyield stiffness ratio</td><td class="align_center">1 × 10<sup>−6</sup></td></tr><tr><td class="align_left">Yielding coefficient</td><td class="align_center">20</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Modeling properties of the elastic-plastic friction damper (FD).</div>

Shock and Vibration

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Table 1

Table 1: Effectiveness of Friction Dampers in Seismic and Wind Response Control of Connected Adjacent Steel Buildings 