Analysis of Traveling Wave and Combined Site Effect of Long-Span Upper-Bearing Concrete-Filled Steel Tubular Arch Bridge

Table 1

Peak acceleration correction value.

Seismic wave	Main direction peak acceleration (g)	Safety assessment peak acceleration (g)	Correction factor	Abbreviation
EL Centro	0.36	0.415	1.163	E
Taft	0.18		2.315	T
Hollywood	0.06		7.007	H
San Fernando	0.32		1.316	S