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

<div>General configuration of the suspension bridge. (a) FE model of the bridge. (b) Modeling of the main girder. (c) Tower configuration and various sections. (d) Nonlinear model of the tower. (e) Bearing layout plan. (f) Nonlinear model of the elastic-plastic energy-dissipating bearing.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Fragility Analysis of a Self-Anchored Suspension Bridge Based on Structural Health Monitoring Data 