Effect of Shear Creep on Long-Term Deformation Analysis of Long-Span Concrete Girder Bridge

Table 1

Parameters of modeling.

Term	Value
Grade of concrete	C50
Average humidity (RH)	70%
(d)	5
(d)	3
Time interval between adjacent segments (d)	7
Initial prestress of longitudinal tendon (MPa)	1350
Initial prestress of vertical tendon (MPa)	675