The invention discloses an intake
tower anti-seismic reliability maximum entropy calculation method based on a dynamic integral boundary. The method comprises the following steps: firstly, determining a plurality of anti-seismic performance levels of an intake
tower and corresponding
tower top displacement thresholds; taking the seismic oscillation peak acceleration as a random variable, and generating sample points by using a layered Latin
hypercube sampling method; adopting a C-P power spectrum model to generate a random
seismic wave sample; obtaining a structure response value through finite element dynamic analysis, and constructing a
performance function, thereby calculating first four-order statistical moments of the
performance function; dynamically determining an integral boundary for each performance level; and by taking the statistical moment as a constraint, fitting a probability density function of the
performance function by applying a
maximum entropy method in a dynamic boundary, and carrying out integral calculation on the probability density function to obtain a
failure probability and a reliable index. Thus, the problem that the fixed integral boundary and the performance level of a traditional
maximum entropy method are disjointed is solved, the calculation efficiency is guaranteed, and meanwhile an accurate quantification means is provided for evaluating the anti-seismic reliability of the water inlet tower.