Fragility Analysis of a Self-Anchored Suspension Bridge Based on Structural Health Monitoring Data

Table 2

Variation of parameters.

Component	Main girder		Cable		Damper
Parameter
Initial model	1	1	1	1	1	1
Updated model	1.021	1.076	1.002	1.039	0.96	0.918
Variation	2.1%	7.6%	0.2%	3.9%	−4.0%	−8.2%