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

<div>IMs efficiency comparison for (a) the pier curvature ductility along the longitudinal direction and (b) the pier curvature ductility along the transverse direction.</div>

Advances in Civil Engineering

fig11

Figure 11

Figure 11: Optimal Seismic Intensity Measure Selection for Isolated Bridges under Pulse-Like Ground Motions 