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

Table 1

Summary of materials and elements used in OpenSees.

Component	Materials	Element
Girder	Concrete02	Elastic beam column
Pier	Concrete02	Nonlinear beam column
	Steel02
Tower	Concrete02	Nonlinear beam column
	Steel02
Cable	Elastic	Truss element
	Initial strain material
	MinMax material
Bearing	Hardening	Two-node link