A Seismic Demand Model for Bridges Based on IM and EDP Parameter Matching and Bidirectional Optimization

<div>Pearson correlation coefficients between IMs and EDPs: (a) the correlation sequences of IMs for different EDPs, (b) the Pearson correlation coefficients of IMs for different EDPs.</div>

Shock and Vibration

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Figure 8

Figure 8: A Seismic Demand Model for Bridges Based on IM and EDP Parameter Matching and Bidirectional Optimization 