Abstract: Steel reinforced concrete walls have been applied to many high-rise and super high-rise buildings because of their excellent seismic behavior. However, the study on the shear resistant capacity of steel reinforced concrete wall is deficient, and the experiment that can be used for analysis is also not adequate. Several parameters of SRC walls were considered, and 16 specimens were designed and tested. Combined with experimental results of other researchers, the calculation formula for shear resistant capacity of SRC wall is studied in this paper. The formula provided by this article can calculate not only traditional steel reinforced concrete wall, but also steel reinforced concrete wall with middle steel skeleton. According to the comparison between experimental results and calculations, it is found that the formula coincides with the experimental results well.