This invention discloses a bridge construction deflection
sensitivity analysis method, comprising the following steps: Step S1, establishing a historical
database; Step S2, standardizing each parameter in the historical
database; Step S3, based on the standardized parameter data, taking the average of all data for that parameter, and generating random numbers with a sample size of N from the
parameter distribution; Step S4, integrating a
hybrid learner; Step S5, establishing a three-dimensional deflection model of the main beam using the
hybrid learner; Step S6, obtaining multiple deflection values as sample output values using the arithmetic mean median method; Step S7, calculating the conditional expectation of each parameter with respect to the sample output values; Step S8, calculating the magnitude of the influence of the parameters on the main beam deflection using the Sobol
sensitivity analysis system. This invention, by analyzing the influence of each parameter on the main beam deflection, guides the strict observation and control of parameters with a significant
impact during construction, thereby avoiding resource waste and reduced construction efficiency.