Research Article
Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method
Figure 7
Embankment seismic damages of the 11th combination (F1 = F2 = F3 = 0 and PGA = 1.2 g). (a) Seismic damages of R = 1 km (εmax = 1.7913). (b) Seismic damages of R = 4 km (εmax = 1.8931). (c) Seismic damages of R = 7 km (εmax = 1.9736). (d) Seismic damages of R = 10 km (εmax = 1.8433). (e) Seismic damages of R = 13 km (εmax = 1.8408). (f) Seismic damages of R = 15 km (εmax = 1.8297).
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