Optimal Design of Mega-Frame Core Wall Structures Equipped with Viscous Damped Outriggers for Human Comfort Performance under Wind Loading

<table class="table-group" id="tab12"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Location of the damped outrigger</td><td class="align_center">Vertex peak acceleration a<sub>i</sub> (mm/s<sup>2</sup>)</td><td class="align_center"><i>r</i><sub><i>i</i></sub></td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">-</td><td class="align_center">360.0</td><td class="align_center">1</td></tr><tr><td class="align_left">Z4</td><td class="align_center">315.0</td><td class="align_center">0.875</td></tr><tr><td class="align_left">Z6</td><td class="align_center">330.8</td><td class="align_center">0.916</td></tr><tr><td class="align_left">Z10</td><td class="align_center">343.2</td><td class="align_center">0.953</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Sensitive vector (scalar) of each damped outrigger location.</div>

Shock and Vibration

tab12

Table 12

Table 12: Optimal Design of Mega-Frame Core Wall Structures Equipped with Viscous Damped Outriggers for Human Comfort Performance under Wind Loading 