Gust Factor Approach for Estimating Maximum Response and Control Force in High-Rise Base-Isolated Buildings with Active Structural Control

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Scale</td><td class="align_center">1/250</td></tr><tr><td class="align_left">Wind velocity</td><td class="align_center">10 m/s</td></tr><tr><td class="align_left">Wind direction angle</td><td class="align_center">0°</td></tr><tr><td class="align_left">Story</td><td class="align_center">8</td></tr><tr><td class="align_left">Sampling frequency</td><td class="align_center">1000 Hz</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameter of the wind tunnel test.</div>

Structural Control and Health Monitoring

tab2

Table 2

Table 2: Gust Factor Approach for Estimating Maximum Response and Control Force in High-Rise Base-Isolated Buildings with Active Structural Control 