Seismic Response Analysis of Multidimensional and Multiangle Long-Span Top-Supported CFST Arch Bridge

Table 2

Peak acceleration correction value (g).

Direction	Peak acceleration	Safety assessment effective peak acceleration	Fix coefficient	Corrected peak acceleration
NS(X)	0.21	0.42	1.163	0.24
EW(Y)	0.36			0.42
UD(Z)	0.25			0.29