The present invention relates to the field of construction, and specifically to a numerical calculation method for the compressive bearing and deformation of high-strength
reinforced concrete columns, comprising the following steps: S1, continuously changing the strain values of the high-strength
steel bar eccentrically compressed column away from the
axial force side and the adjacent
axial force side, wherein each strain away from the
axial force side and the strain adjacent to the axial force side constitute a set of strain pairs; S2, inversely calculating the axial force,
bending moment, and curvature of the column cross section under the corresponding state based on the strain pairs; S3, screening
effective strain pairs, and optimizing the remaining strain pair data as a
data set; S4, calculating the ultimate
bearing capacity or lateral deformation displacement of the column under different states based on the
data set. The present invention provides an accurate and efficient calculation method for calculating the ultimate
bearing capacity and lateral deformation displacement of a high-strength
steel bar eccentrically compressed column.