Research Article
The Performance of Resistance Progressive Collapse Analysis for High-Rise Frame-Shear Structure Based on OpenSees
Table 2
Dynamic properties of the structure.
| | Item name | | 6-degree | 8-degree |
| | Vibration periods (s) | T1 (1st-order translation in direction) | 1.5 | 1.05 | | T2 (1st-order translation in direction) | 1.5 | 1.05 | | T3 (1st-order torsion) | 1.24 | 0.88 | | Self-weight (t) | | 3250 | 3480 |
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