Nonlinear Stability Analysis of a Composite Girder Cable-Stayed Bridge with Three Pylons during Construction

Table 1

Each material parameter of structure in model.

Structure	Material	Modulus of elasticity (MPa)	Density (kN/m^3)
Steel girder	Q370qD		76.98
Pylon	C50		26
Bridge deck, PC beam	C60		26
Stay cable	PE galvanized steels trend		78.5