Research Article
Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method
Figure 8
Embankment seismic damages of the 27th combination (F1 = F2 = F3 = 0 and PGA = original value). (a) Seismic damages of R = 1 km (PGA = 1.233 g and εmax = 0.2687). (b) Seismic damages of R = 4 km (PGA = 1.221 g and εmax = 2.0836). (c) Seismic damages of R = 7 km (PGA = 1.209 g and εmax = 1.9533). (d) Seismic damages of R = 10 km (PGA = 1.197 g and εmax = 1.8075). (e) Seismic damages of R = 13 km (PGA = 1.182 g and εmax = 1.6656). (f) Seismic damages of R = 15 km (PGA = 1.173 g and εmax = 1.5447).
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