The present application relates to the technical field of
statistical analysis, in particular to a bridge monitoring method and
system based on
big data analysis, which collects multi-component monitoring sequences and compares differences in
time sequence, generates a response grading baseline according to wave threshold identification of abnormalities, constructs a jump distribution map based on amplitude grading and space-time law, identifies dense inflection points and generates a consistency curve by comparison and linkage, matches the trend of
pier support to determine the stable
response area, merges sequences to extract statistical characteristics and mark, and generates a bridge monitoring operation state characteristic set. The present application establishes a grading baseline based on the frequency and direction of
monitoring data, forms a jump inflection
point system in combination with multi-dimensional
time sequence, draws a structure jump map, uses linkage identification to depict component consistency, dynamically captures local stable response, integrates trend law to complete characteristic merging, constructs state characteristic layered mapping, establishes a cross-component aggregated response chain, realizes
information space-time high correlation extraction, and clearly presents the structure evolution law.