The invention discloses a geometric irregularity state deterioration characterization method for a longitudinally-connected ballastless track on a high-speed railway bridge under a transverse earthquake, and the method comprises the steps: building a refined finite
element model of a longitudinally-connected ballastless track-bridge
system, and analyzing the damage characteristics and distribution rules of key components of the earthquake-caused track-bridge
system; the characteristic of damage state degradation of key components of the earthquake-induced track-bridge
system and a mapping mechanism are disclosed; then, based on the second theorem of Castlliano and the
superposition principle, a geometric irregularity state deterioration characterization model of the longitudinally-connected ballastless track on the high-speed railway bridge under the action of the transverse earthquake is constructed, the geometric irregularity state of the longitudinally-connected ballastless track on the simply-supported /
continuous beam bridge is mapped based on the deterioration characterization model, deformation data of the steel rail under the action of the earthquake are accurately quantified, and the accuracy of the deformation of the steel rail under the action of the transverse earthquake is improved. The method provides a theoretical basis for quickly judging the post-earthquake
traffic capacity and
maintenance engineering of a track-bridge system, ensures the
operation safety of a high-speed railway, provides a theoretical basis for the design of a high-speed railway track-bridge, is beneficial to post-earthquake track repair and
train operation
recovery, and has a good practical value and a good popularization prospect.