Seismic Behaviour of Multistorey Steel Framed Tall Buildings Using Intentionally Eccentric Braces

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">System</td><td class="align_center" colspan="2">Steel weight</td></tr><tr class="thead"><td class="align_center">EBF (ton)</td><td class="align_center">BIE (ton)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Column</td><td class="align_center">516</td><td class="align_center">516</td></tr><tr><td class="align_left">Beam</td><td class="align_center">385</td><td class="align_center">162</td></tr><tr><td class="align_left">Brace</td><td class="align_center">66</td><td class="align_center">72</td></tr><tr><td class="align_left">Sum</td><td class="align_center">967</td><td class="align_center">750</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Steel material used in the 20-storey structure with BIE and EBF systems.</div>

Shock and Vibration

tab2

Table 2

Table 2: Seismic Behaviour of Multistorey Steel Framed Tall Buildings Using Intentionally Eccentric Braces 