Research Article
Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes
Figure 14
Comparisons between measured and numerical results of displacement 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 |