Push‐over analysis is a simple and applied approach which can be used for estimation of demand responses influenced by earthquake stimulations. The analysis is non‐linear static analysis of the structure affected under increasing lateral loads and specifying the displacement—load diagram or structure capacity curve, draw the curve the base shear values and lateral deflection on the roof level of the building will be used. However, for estimation of the real behavior of the structure against earthquake, the non‐linear dynamic analysis approaches and various accelerographs should be applied. Of course it should be noted that this approach especially in relation with tall buildings is complex and time consuming. In the article, the different patterns of lateral loading in push‐over analysis have been compared with non‐linear dynamic analysis approach so that the results represented accordingly. The researches indicated the uniformly—distributed loading is closer to real status.