Near-Fault Ground Motion Impacts on High-Speed Rail Large-Span Continuous Girder Bridge considering Pile-Soil Interaction

Table 2

Nonimpulse type NF ground vibration information table.

Earthquake name	Stations	Magnitude	Time	Amount	PGA(g)	Ap/Vp	V/H	Fault distance (km)	Vs30 (m/s)
Loma Prieta	BRAN	6.93	1989	BRN000	0.456	8.88	1.10	10.72	476
				BRN-UP	0.506
Loma Prieta	Corralitos	6.93	1989	CLS090	0.483	10.16	0.94	3.85	462
				CLS-UP	0.458
Cape Mendocino	Cape Mendocino	7.01	1992	CPM090	1.039	24.51	0.71	6.96	567
				CPM-UP	0.739
Northridge-01	LA-Sepulveda VA Hospital	6.69	1994	SVP360	0.932	12.23	0.34	8.44	380
				SVP-UP	0.318
Chi-Chi_ Taiwan	TCU067	7.62	1999	TCU067-N	0.319	6.22	0.74	0.62	433
				TCU067-V	0.235
Kocaeli_ Turkey	Yarimca	7.51	1999	YPT060	0.394	3.25	0.61	4.83	297
				YPT-UP	0.242