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

Figure 10

Frequency response function and the relationship between the natural frequency and the lateral displacement peak value of point D1. (a) Frequency response function of CSP. (b) Relationship between natural frequency and lateral displacement peak value of point D1 of the CSP. (c) Frequency response function of the OSP. (d) Relationship between natural frequency and lateral displacement peak value of point D1 of the OSP.

(a)

(b)

(c)

(d)