This invention discloses a method for determining the
pile top compliance of friction-type
pipe piles under horizontal dynamic loads. By acquiring the physical and mechanical parameters of the friction-type
pipe pile system under horizontal dynamic loads, and based on elastic dynamics theory, using the continuous medium mechanical parameters of the viscoelastic soil layer as control variables, the method establishes and solves the soil governing equations for the soil around the
pile and the pile core, deriving
analytical expressions for their
dynamic impedance. Substituting these dynamic impedances as
coupling terms into the governing equations for Euler-Bernoulli beams and shear beams, the method obtains the general solution for the displacements of the
pipe pile and the virtual
soil column, including undetermined coefficients. Based on the pile top displacement and load amplitude, the pile top compliance, separated into real and imaginary parts, is calculated. This method avoids cumbersome
numerical modeling, is highly efficient and simple in calculation, and provides specific and clear results. It can clearly reveal the variation law of the real and imaginary parts of the pile top compliance under different excitation frequencies, providing a reliable theoretical basis for the
engineering design of friction-type pipe piles under horizontal dynamic loads.