Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Earthquake acceleration record</td><td class="align_center">Date</td><td class="align_center">Earthquake location (Lat, Lon)</td><td class="align_center">Magnitude</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">El Centro</td><td class="align_center">05-18-1940</td><td class="align_center">32.733°N 115.5°W</td><td class="align_center">6.9 M<sub>W</sub></td></tr><tr><td class="align_left">Christchurch</td><td class="align_center">02-22-2011</td><td class="align_center">43.583°S 172.680°E</td><td class="align_center">6.2 M<sub>W</sub></td></tr><tr><td class="align_left">Kobe</td><td class="align_center">01-17-1995</td><td class="align_center">34.59°N 135.07°E</td><td class="align_center">6.9 M<sub>W</sub></td></tr><tr><td class="align_left">Algarrobo</td><td class="align_center">03-03-1985</td><td class="align_center">33.240°S 72.040°W</td><td class="align_center">8.0 M<sub>W</sub></td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Earthquake ground-motions records used in the study.</div>

Shock and Vibration

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Table 2

Table 2: Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 

Table 2 | Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 