The invention relates to the technical field of rail
bridge engineering, and particularly discloses a rail-bridge
system residual
traffic capacity assessment method, medium and equipment, and the assessment method comprises the steps: constructing a rail-bridge
system seismic
response model and a
train-rail-bridge
system coupling vibration model of a
research object; constructing an earthquake-induced irregularity sample
library; establishing a simplified calculation model of the shock-actuated irregularity equivalent coefficient; performing curved
surface fitting to obtain a shock-induced composite unsmooth fitting curved surface; putting forward earthquake-induced irregularity thresholds in different driving
performance index states, and establishing a linear mapping relation between the earthquake-induced irregularity thresholds and the driving speed; and establishing a mapping relationship among the seismic oscillation intensity, the structure natural vibration period and the post-earthquake driving
speed limit value in different driving
performance index states, and outputting a residual
traffic capacity evaluation result according to the post-earthquake driving
speed limit value. According to the method, the problem that in an existing method, the quantitative mapping relation between the current rail surface irregularity after the earthquake and the
train operation performance is not clear is effectively solved.