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

<div>Comparison of the reduction of the 11<sup>th</sup> storey peak displacement of the structure subjected to “<i>Algarrobo</i>” acceleration record for TMDI designed with <i>µ</i> = 2% and <i>µ</i> = 5% using the <i>J</i><sub><i>P</i></sub> optimization alternative.</div>

Shock and Vibration

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Figure 13

Figure 13: Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 

Figure 13 | Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 