Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes

Figure 13

Comparisons between measured and numerical results of acceleration histories at tower top and deck end.

(a) PGA = 0.15 g

(b) PGA = 0.45 g

(c) PGA = 0.60 g

(d) PGA = 0.80 g