Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge

Table 2

Main parameters used in the finite element model.

Component	Variable	Description	Value
Pier	Ec1	Young’s modulus of concrete	3.25E10 Pa
	Fc1	Compressive strength of concrete	2.86E7 Pa
	Fy	Yield strength of steel	3.35E8 Pa
Girder	Ec2	Young’s modulus of concrete	3.55E10 Pa
	Fc2	Compressive strength of concrete	3.93E7 Pa
Tower	Ec3	Young’s modulus of concrete	3.25E10 Pa
	Fc3	Compressive strength of concrete	2.86E7 Pa
	Fy2	Yield strength of steel	4.00E8 Pa
Cable	Fy4	Extreme strength of cable	1.86E9 Pa
	Ec4	Young’s modulus of cable	1.95E11 Pa
Bearing	m	Friction factor	0.02