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

Table 4

Comparison of target and achieved peak ground acceleration.

Cases	Target PGA (g)	Achieved PGA (g)	Ratios
Case 1	0.05	0.051	1.02
Case 2	0.1	0.103	1.03
Case 3	0.15	0.164	1.09
Case 4	0.2	0.212	1.06
Case 5	0.25	0.265	1.06
Case 6	0.3	0.31	1.03
Case 7	0.35	0.364	1.04
Case 8	0.4	0.418	1.05
Case 9	0.45	0.464	1.03
Case 10	0.5	0.506	1.01
Case 11	0.55	0.547	0.99
Case 12	0.6	0.594	0.99
Case 13	0.65	0.648	1.00
Case 14	0.7	0.728	1.04
Case 15	0.75	0.78	1.04
Case 16	0.8	0.812	1.02