Real-Time Integration of Identification and Semiactive Optimization Control for Mass Damper-Building Combined Systems under Known/Unknown Seismic Excitations

<div>The identified SAMD parameters (unknown seismic excitation). (a) Stiffness coefficient. (b) Damping coefficient.</div>

Structural Control and Health Monitoring

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Figure 8

Figure 8: Real-Time Integration of Identification and Semiactive Optimization Control for Mass Damper-Building Combined Systems under Known/Unknown Seismic Excitations 

Figure 8 | Real-Time Integration of Identification and Semiactive Optimization Control for Mass Damper-Building Combined Systems under Known/Unknown Seismic Excitations 