All the structures include initial imperfections that can affect the structural behavior and stability, particularly during construction. Therefore, for a concrete beam with an initial lateral deformation, creep analysis was performed to evaluate the influence of the initial imperfection on the creep deformation of the beam in the both vertical and lateral directions.

Recently, fiber-reinforced concrete has been commonly applied to floor slabs. Therefore, this study introduces a program that can determine an optimum content of fibers incorporated in concrete accounting for the flexural and punching shear capacities, as well as serviceability conditions in the design of fiber-reinforced concrete floor slabs.