Abstract
The elastic deflection of steel-concrete mixed girders with corrugated steel web is insufficient by the beam theory disregarding an usual shear deformation and it is clear that it should be analyzed in consideration of the shear deformation. It suggests that it is necessary to analyze the creep deflection in consideration of the shear deformation as well.
This study proposes the stiffness equation in considevaton of the influence of the shear deformation, added to the deep analysis method by which the effect of the restraint of the reinforcing bar and the prestressing steel, previously proposed, is considered.
Moreover, the influence considering the shear deformation, exerted on the creep deflection was considered
