Advances in Civil Engineering / 2019 / Article / Fig 4

Research Article

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

Figure 4

Distribution of pulse-like ground motions with respect to (a) magnitude and source-to-site distance, (b) PGA, (c) PGV, and (d) pulse period Tp.
(a)
(b)
(c)
(d)

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