Enhancing Seismic Performance of Steel-Plated Stress-Ribbon Bridge with Tuned Mass Dampers: A Finite-Element Study

Figure 9

Comparison of acceleration and displacement responses at the mid-span of the longer span: (a) responses at point A; (b) responses at point B1; (c) responses at point B2; (d) responses at point D.

(a)

(b)

(c)

(d)