Seismic Fragility Analysis of Steel Liquid Storage Tanks Using Earthquake Ground Motions Recorded in Korea

Figure 13

Input ground motions used in the nonlinear time-history analyses: (a) 5.8, (b) 5.4, (c) 5.1, (d) 5.0, (e) 4.5, (f) 4.3, and (g) 4.0.

(a)

(b)

(c)

(d)

(e)

(f)

(g)