Fire as a phenomenon, human society has always stuck skirt and the material and spiritual damage that characterizes. For example, if a fire in the building's structural steel multistage of parking places occur, due to the pressure load on the steel structure column (due to the fact that columns with heat of about 600 ° c have the ability to change form) may be without spilling the fire higher classes, structures are collapse. The main theme of this research study is numeric, the effect of the heat on the seismic performance of structural steel columns (parking) in a cycle loads by finite element program ABAQUS, modeling and loaded. Analysis of a kind of mechanical loading on the two models Coupled thermomechanical; at the Concurrent (the heat load to the cycle load) and at the Non-Concurrent And in the two modes of fire load applied (with cooling and no cooling). Also check that if the desired column when the fires by concrete cover thickness 3 cm was protected, seismic performance, what changes were made. After the veracity in software ABAQUS; The model column located in the parking of the building's seven floors of steel according to different modes of loading place, The results of the analysis suggest that if the fire shortly after the fire is cold, less seismic damage to protected mode on both the column and enter not.