Seismic Response Analysis of Isolated and Nonisolated Continuous Girder Bridges under Multidimensional Near-Field Ground Motions

Table 2

Near-field ground motion records (forward directivity) and parameters.

Number	Earthquake	Station	Mw	PGAx(g)	PGAy(g)	PGAz(g)	Site class
Duzce	Kocaeli	Duzce	7.5	0.31	0.36	0.21	D
JFPA Building	Northridge	Jensen-FPAB	6.7	0.41	0.62	0.35	C
Lexington Dam	Loma Prieta	Lexington Dam	6.9	0.44	0.41	0.14	B
SCSE	Northridge	Sylmar-CSE	6.7	0.85	0.45	0.48	C
SOVMFF	Northridge	Sylmar OVMFF	6.7	0.60	0.84	0.54	C
TCU101	Chi-Chi	TCU101	7.6	0.21	0.26	0.17	C
TCU 102	Chi-Chi	TCU 102	7.6	0.30	0.17	0.18	C