Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge

<div>The dimensional model of the Puli Bridge in SAP2000. (a) First-order vibration mode. (b) Second-order vibration mode. (c) Third-order vibration mode. (d) Fourth-order vibration mode.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge 