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

Table 1

Impulse-type NF ground vibration information table.

Earthquake name	Stations	Magnitude	Time	Amount	PGA(g)	Ap/Vp	V/H	Fault distance (km)	Vs30 (m/s)
Irpinia Italy	Sturno (STN)	6.9	1980	STU270	0.321	4.47	0.73	10.84	382
				STU-UP	0.235
Loma Prieta	Saratoga-Aloha Ave	6.93	1989	STG000	0.514	12.37	0.77	8.5	380
				STG-UP	0.396
Cape Mendocino	Petrolia	7.01	1992	PET090	0.662	7.48	0.25	8.18	422
				PET-UP	0.165
Landers	Lucerne	7.28	1992	LCN260	0.725	5.44	1.14	2.19	369
				LCN-UP	0.823
Northridge	Sylmar-Olive View Med FF	6.69	1994	SYL360	0.843	6.52	0.64	5.3	440
				SYL-UP	0.536
Kocaeli Turkey	Izmit	7.51	1999	IZT090	0.230	6.01	0.63	7.21	811
				IZT-UP	0.145