Advances in Civil Engineering / 2019 / Article / Fig 18

Research Article

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

Figure 18

IMs sufficiency comparison with respect to R for (a) the pier curvature ductility along the longitudinal direction, (b) the pier curvature ductility along the transverse direction, (c) the bearing deformation along the longitudinal direction, and (d) the bearing deformation along the transverse direction.
(a)
(b)
(c)
(d)

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.