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="tab3"><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">Return period</td><td class="align_center">500 years</td></tr><tr><td class="align_left">Terrain category</td><td class="align_center">III</td></tr><tr><td class="align_left">Wind direction angle</td><td class="align_center">0°</td></tr><tr><td class="align_left">Wind velocity (top story)</td><td class="align_center">63.8 m/s</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameter of wind force for simulation.</div>

Structural Control and Health Monitoring

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Table 3

Table 3: Gust Factor Approach for Estimating Maximum Response and Control Force in High-Rise Base-Isolated Buildings with Active Structural Control 