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

<div>Peak displacement of each storey of the controlled structure subjected to “<i>Christchurch</i>” acceleration record for TMDI designed with <i>µ</i> = 5% and the <i>J</i><sub><i>P</i></sub> optimization alternative.</div>

Shock and Vibration

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Figure 9

Figure 9: Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 

Figure 9 | Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 