Seismic Fragility Analysis of Buildings Based on Double-Parameter Damage Models considering Soil-Structure Interaction

<div>Comparative relationships for the SSI models based on (a) MIDR model and three double-parameter damage models: (b) Park–Ang model, (c) Niu model, and (d) Lu–Wang model.</div>

Advances in Materials Science and Engineering

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Figure 9

Figure 9: Seismic Fragility Analysis of Buildings Based on Double-Parameter Damage Models considering Soil-Structure Interaction 