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

Figure 6

TMD arrangement schemes: (a) no. 1 scheme; (b) no. 2 scheme; (c) no. 3 scheme; (d) no. 4 scheme; (e) no. 5 scheme; (f) no. 6 scheme.

(a)

(b)

(c)

(d)

(e)

(f)