In order to analyze the fire resistance and mechanical properties of steel reinforced concrete（S.R.C） special-shaped columns and to make full preparation for the experimental studies

this study calculated the sectional temperature field of the S.R.C special-shaped columns using the finite element analysis software ANSYS.The distribution feature of temperature field under non-uniform fire condition was obtained.Results show that the temperature rising at the concave is lower than other parts of the columns with two sides exposed to fire.The steel can speed up the heat conduction in the column.The temperature of concrete and steel are different at the same site.It is suggested that the effect of damage difference on the bearing capacity and slipping between shaped-steel and concrete of the column needs to be studied in detail.