Research Article

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

Table 3

Quantified limit states of various components.

ComponentDISlightModerateExtensiveComplete

Section of the towerCurvature
Tower displacementDrift ratio
Bearing (#7, 12)Disp. (mm)
Bearing (#8, 9, 11)Disp. (mm)
Bearing (#10)Disp. (mm)

Note. Disp. = displacement.