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

<div>RMS value of the 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

fig10

Figure 10

Figure 10: Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 

Figure 10 | Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive Search Optimization for Structural Control of Buildings under Seismic Excitations 