The invention belongs to the field of ocean devices, and provides a
pile type fence structure load dynamic
response model construction method, which comprises the following steps: obtaining
engineering arrangement parameters of a fence structure, constructing a wave flow field near the fence
structure based on a potential flow theory, and calculating the speed and acceleration of a
water quality point; piles and connecting components are regarded as rigid structures, a
rigid body dynamic motion equation is established, a netting
system is regarded as a flexible structure, and a dynamic model of the netting
system is established through a concentrated
mass point method; hydrodynamic loads of the piles, the netting and the connecting components are calculated, and effective tension of the slender rod components is calculated; calculating the horizontal
bearing capacity of the
pile foundation to simulate
pile-soil interaction; and finally, carrying out numerical solution on the kinetic equation by adopting a semi-implicit
Euler method to obtain dynamic response results of pile
bending moment, netting tension and node displacement. The multi-
system coupling dynamic response characteristic of the pile type fence structure under the wave action can be comprehensively reflected, and the method is suitable for safety evaluation and
engineering design of the fence structure.