Optimal Seismic Intensity Measure Selection for Isolated Bridges under Pulse-Like Ground Motions

<div>Sufficiency comparison of IMs under pulse-like and far-field ground motions. The solid lines and dashed lines refer to the cases under pulse-like and far-field ground motions, respectively.</div>

Advances in Civil Engineering

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Figure 19

Figure 19: Optimal Seismic Intensity Measure Selection for Isolated Bridges under Pulse-Like Ground Motions 