Makes a Pushover analysis on the structure of shaped column frame of reinforced concrete by using Sap2000 finite element software. Simplifies the shaped column into rectangular column by methods of lord and vice moment of inertia equivalent, sets up the structure of shaped column frame of reinforced concrete and conducts the static nonlinear calculation after defining plastic hinge. Makes a quantitative and qualitative research on the plastic hinge distribution of the results, the base reaction-displacement and the performance point in order to provide reference for the seismic design of shaped column frame structure.