Research Article
Seismic Response Analysis of Fully Base-Isolated Adjacent Buildings with Segregated Foundations
Table 3
Relative displacement of the taller FFB and FBI buildings under considered motions.
| Earthquake | FFB taller building disp. (cm) | FBI taller building disp. (cm) | Reduction (%) | Pos. | Neg. | Pos. | Neg. | Pos. | Neg. |
| Cape | 6.8 | −5.7 | 3.34 | −4.5 | 51 | 21 | LACC-N | 17.2 | −18.3 | 8.6 | −8 | 50 | 56 | S-Monica | 14.2 | −14.3 | 5.4 | −5.6 | 62 | 61 | El-Centro | 12 | −12.1 | 11.2 | −6.7 | 7 | 45 | Ave. | 42.5 | 46 |
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