Research Article

Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes

Table 1

Material properties of Puqian Bridge.

Structural componentsMaterialElastic modulus (GPa)Yield stress (MPa)Density (kg/m3)

Tower and bentsConcrete34.532.52600
Steel bar2104007850
DeckSteel plate2103457850
CablesSteel strand19518607850