In order to research seismic performance of prestressed pipe pile under earthquake

and increase the level of ductility design of the prestressed pipe pile

the vibration characteristics of the pile foundation are grasped through the prestressed pipe pile shaking table test. This paper establishes the prestressed pipe pile numerical model of vibration analysis and simulates the whole process of the vibration test. On this basis

by changing the pile number and entering different seismic wave acceleration peaks

the reactions under the earthquake and seismic performance of the various pile foundation forms are explored. The results show that for four piles foundation

in the pile location of the three times diameter appears pile body reverse displacement; in the 2.5 times diameter of the pile appears pile body negative bending moment; within the region of four times to nine times appears cracking bending moment; in the position of the five times pile diameter appears the maximum bending moment; and under the location of fifteen times the pile diameter the pile body bending momeat decreases rapidly. The results provide a reliable basis for seismic design

manufacturing

construction of the prestressed pipe piles.