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

<div>Embankment energy dissipations of the 27th combination (F<sub>1</sub> = F<sub>2</sub> = F<sub>3</sub> = 0 and PGA = original value).</div>

Shock and Vibration

Figure 9: Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method 