Research Article
Seismic Response Analysis of Fully Base-Isolated Adjacent Buildings with Segregated Foundations
Table 6
Absolute base shear (kN) of the adjacent buildings under applied earthquakes.
| Earthquake | FFB system | FBI system | Reduction (%) | | | | | | |
| Cape | 5043 | 5330 | 2910 | 3036 | 42 | 43 | LACC-N | 21,298 | 19,159 | 5646 | 4629 | 73 | 76 | S-Monica | 7163 | 7137 | 4223 | 3331 | 41 | 53 | El-Centro | 11,495 | 12,679 | 5472 | 4246 | 52 | 67 | Ave. | 52 | 60 |
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