From: Challenges in Evaluating Seismic Collapse Risk for RC Buildings
Method
Pcollapse = 0.1
Pcollapse = 0.5
Pcollapse = 0.9
Min
Max
IDA
1.44
1.72
2.50
2.85
4.05
5.20
CSS
2.05
2.80
3.18
4.12
4.71
6.15