The Effect of horizontal strengthened story to the seismic response of super high - rise steel braced frame is analyzed in this paper through the finite element software ANSYS. By comparison of six different schemes of a 32 - story building

further research is presented on the influence of the quantity of strengthened story to the lateral stiffness

the inner force of components under earthquake and the distribution of shear force among inner tube and outer frame. According to the study

the Wuhan International Securities Mansion

which is a super high -rise steel structure

is described as verification. The response of the building is analyzed in small earthquake. The study can serve as the references of super high - rise structure with horizontal strengthened story design.