Finite element model of high strength steel fiber reinforced concrete columns were carried out in this study to the behavior of it under pure compressive loading tests and subjected to cyclic loading test with high constant compressive load. The work reported in this thesis deals with the analytical models, proposed to predict the behavior of high strength concrete with and without steel fibers. The simulated models were performed by using OpenSees platform, an open source software. The experimental results was adopted from the thesis carried out by Liu, En Rui [44] to verify the numerical models. The finite element analysis results agree quite well with the experimental data.