Research Article
Seismic Performance Evaluation of Double-Skin Semi-Base-Isolated Building Using Incremental Dynamic Analysis
Table 14
Maximum absolute roof acceleration, displacement, and base shear.
| | Structures | Acceleration (g) | Displacement (m) | Base shear (kN) |
| | IFBC-10th | 15.55 | 0.170 | 5280.70 | | IIC-10th | 11.0 | 0.129 | 2811.71 | | IFBC-All | 17.95 | 0.128 | 11470.92 | | IIC-All | 17.80 | 0.126 | 9548.28 | | IIC | 8.66 | 0.19 | 2480.0 | | IFBC | 13.345 | 0.18 | 3995.879 |
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