Earthquake Protection of Existing Structures with Limited Seismic Joint: Base Isolation with Supplemental Damping versus Rotational Inertia

<div>Time-history response of the RC building shown in Figure <a href="../fig14/">14</a> subject to two arbitrary artificial accelerograms: (a, b) last-floor displacement; (c, d) secondary system (BIS, TMDI, TMD) displacement.</div>

Advances in Civil Engineering

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Figure 15

Figure 15: Earthquake Protection of Existing Structures with Limited Seismic Joint: Base Isolation with Supplemental Damping versus Rotational Inertia 

Figure 15 | Earthquake Protection of Existing Structures with Limited Seismic Joint: Base Isolation with Supplemental Damping versus Rotational Inertia 