Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method

<div>Embankment seismic damages of R = 10 km. (a) Seismic damages of the 11th combination (F1 = F2 = F3 = 0, PGA = 1.2 g, and εmax = 1.8433). (b) Seismic damages of the 14th combination (F1 = F2 = F3 = 0, PGA = 0.7 g, and εmax = 0.6874). (c) Seismic damages of the 18th combination (F1 = F2 = F3 = 0, PGA = 1.2 g, and εmax = 0.2687). (d) Seismic damages of the 27th combination (F1 = F2 = F3 = 0, PGA = 1.197 g, and εmax = 1.8075).</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method 