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

<div>Last-floor displacement time-history response of the RC building shown in Figure <a href="../fig14/">14</a> subject to El Centro (a) and Loma Prieta (b) earthquake ground motion.</div>

Advances in Civil Engineering

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Figure 18

Figure 18: Earthquake Protection of Existing Structures with Limited Seismic Joint: Base Isolation with Supplemental Damping versus Rotational Inertia 

Figure 18 | Earthquake Protection of Existing Structures with Limited Seismic Joint: Base Isolation with Supplemental Damping versus Rotational Inertia 