Advances in Civil Engineering / 2018 / Article / Fig 15

Research Article

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

Figure 15

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