Nested Copula Model for Overall Seismic Vulnerability Analysis of Multispan Bridges

Figure 5

Regression analysis with the results of the time-history analyses for (a) 1-1 pier, (b) 1-2 pier, (c) 2-1 pier, (d) 2-2 pier, (e) 3-1 pier, (f) 3-2 pier, (g) 0# abutment, (h) 4# abutment, (i) 0# bearing, and (j) 4# bearing.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)