Experimental Investigation on the Anticollision Performance of Corrugated Steel-Reinforced Composites for Bridge Piers

Figure 6

Lateral displacement time history curve of point D1 when V = 4 m/s. (a) CSP-2.75-4. (b) CSP-3.00-4. (c) CSP-3.50-4. (d) CWACF-12.0-4. (e) OSP-3.00-4. (f) OSP-3.50-4.

(a)

(b)

(c)

(d)

(e)

(f)