The software OpenSees was adopted in this paper to build finite element models for hollow concrete filled steel tubular（ H-CFST）. The influence of several factors

such as axial compression ratio

slenderness ratio

hollow ratio

steel ratio

concrete strength and steel strength

on resilience model of skeleton curve was discussed. Then

the resilience formula was regressively analyzed using the combination orthogonal design method. The results indicate that 1) the numerical calculation conclusions well fit the test and 2) the resilience formula for H-CFST is possessed of reliable precision in certain range of design parameters.