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

<div>IMs proficiency comparison for (a) the bearing deformation along the longitudinal direction and (b) the bearing deformation along the transverse direction.</div>

Advances in Civil Engineering

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Figure 15

Figure 15: Optimal Seismic Intensity Measure Selection for Isolated Bridges under Pulse-Like Ground Motions 