Research Article
Seismic Fragility Assessment of RC Plan-Asymmetric Wall-Frame Structures Based on the Enhanced Damage Model
Table 3
Main structural parameters.
| | Floor | Column section (unit: mmmm) | Concrete grade of the column | Concrete grade of the beam |
| | 1∼5 | 800800 (Edge column) | C40 | C30 | | 700700 (Middle column) | C40 |
| | 6∼8 | 800800 (Edge column) | C30 | C30 | | 600600 (Middle column) | C30 |
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