Method for establishing irregularity spectrum of earthquake-induced damage ballastless track and calculation system
A technology for track irregularities and ballastless tracks, applied in design optimization/simulation, special data processing applications, geometric CAD, etc., can solve the uneven spectrum of ballastless tracks on high-speed railway bridges, and the driving safety of high-speed railway bridges, etc. problems, to achieve the effect of improving the ability to avoid risks
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Embodiment 1
[0036] This embodiment is a method for establishing an irregularity spectrum of a ballastless track caused by earthquake damage, including the following steps:
[0037] Step 1: Establish a multi-scale simulation model of the high-speed railway track-bridge system considering the influence of the approach bridges on both sides, the subgrade and the upper track structure, such as figure 1 As shown, a large number of systematic nonlinear seismic response analyzes considering the uncertainty of structural parameters and the randomness of ground motion under different levels of earthquake action were carried out to obtain the cumulative damage deformation of structures and components such as rails, bearings, and bridge piers caused by earthquakes. The different levels of earthquakes include frequent earthquakes, design earthquakes and rare earthquakes.
[0038] Step 2: According to the response analysis of the first step, find out the damage law of the seismic-induced track-bridge ...
Embodiment 2
[0078] This embodiment is a calculation system for the irregularity spectrum of the ballastless track caused by earthquake damage, which is used to establish the irregularity spectrum of the ballastless track caused by earthquake damage described in Embodiment 1. The calculation system includes the following modules:
[0079] 1) Acquisition module: used to obtain the cumulative damage and deformation of structures and components such as rails, bearings, and bridge piers under earthquake action;
[0080] 2) Calculation module: it is used to input the cumulative residual deformation damage of each structure and component into the mapping analysis model of the geometric shape and position change of the track caused by the cumulative damage of the seismic-induced track-bridge system, and calculate the geometric shape and position change of the track caused by the seismic system damage quantity;
[0081] 3) Superposition module: used to superimpose the additional track irregularity...
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