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Shock and Vibration
/
2021
/
Article
/
Tab 1
/
Research Article
Seismic Fragility Assessment of RC Plan-Asymmetric Wall-Frame Structures Based on the Enhanced Damage Model
Table 1
The threshold of damage factors of different performance levels.
Damaged condition
NO
IO
LS
CP
Liu [
29
]
0.10
0.30
0.60
0.85