Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria

Table 3

Probabilistic demand model for seismic response at each critical component location.

Component	Fitting function
Section 1-1		0.3709	0.6148
Section 2-2		0.3596	0.7098
Section 3-3		0.4899	0.6552
Section 4-4		0.3080	0.5999
Section 5-5		0.2883	0.5192
Bearing_P1		0.3306	0.4465
Bearing_P2		0.3263	0.4572