Research Article
Inelastic Parametric Analysis of Seismic Responses of Multistorey Bidirectional Eccentric Structure
Table 2
The peak values of the top floor displacement under rare earthquake.
| | Seismic wave | Displacement peak values (mm) | 3D refined model | Simplified model | Error |
| | Tianjin wave | | 25.640 | 23.140 | 9.75% | | -2.310 | -2.620 | -13.42% | | -5.551 | -6.159 | -10.95% |
| | EL-Centro wave | | 23.527 | 25.145 | -6.88% | | -4.270 | -3.870 | 9.37% | | 5.469 | 6.331 | -15.77% |
| | Tianjin artificial wave | | 22.601 | 23.473 | -3.86% | | 4.310 | 3.820 | 11.37% | | -5.871 | -5.172 | 11.90% |
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