Seismic Fragility Analysis of Bridge Group Pile Foundations considering Fluid-Pile-Soil Interaction

Table 9

The fragility of Sec C in slight LS comparisons.

Model	PGA	Without FSI	Considering FSI
			d = 10 m	d = 20 m	d = 40 m
Model A	0.5	0.47	0.47	0.48	0.46
	1.0	0.78	0.78	0.79	0.77
	1.5	0.90	0.90	0.90	0.89
Model B	0.5	0.74	0.74	0.76	0.77
	1.0	0.96	0.96	0.97	0.97
	1.5	0.99	0.99	0.99	0.99