A Method and Calculation System for Establishing Irregularity Spectrum of Earthquake-Induced Damaged Ballastless Track
A technology for track irregularities and ballastless tracks, applied in design optimization/simulation, geometric CAD, sustainable transportation, etc., can solve problems such as the uneven spectrum of ballastless tracks on high-speed railway bridges, and the safety of driving without high-speed railway bridges , to achieve the effect of improving the ability to avoid risks
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Embodiment 1
[0036] The present embodiment is a method for establishing a seismically damaged ballastless track irregularity spectrum, comprising 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 track structure on it, such as figure 1 As shown in the figure, a large number of systematic nonlinear seismic response analysis considering the uncertainty of structural parameters and the randomness of ground motions under different earthquake levels are carried out, and the cumulative damage and deformation of structures and components such as tracks, supports and piers caused by earthquakes are obtained. The different levels of earthquakes include frequent earthquakes, design earthquakes, and rare earthquakes.
[0038] The second step: According to the response analysis of the first step, the damage law of the seismically induced track...
Embodiment 2
[0078] The present embodiment is a computing system for seismically damaged ballastless track irregularity spectrum, which is used to establish the seismically damaged ballastless track irregularity spectrum described in Embodiment 1, and the computing system includes the following modules:
[0079] 1) Acquisition module: used to acquire the cumulative damage and deformation of structures and components such as tracks, supports and piers caused by earthquakes;
[0080] 2) Calculation module: It is used to input the cumulative residual deformation damage of each structure and component into the mapping analytical model of the track geometry change caused by the cumulative damage of the seismic track-bridge system, and calculate the track geometry change caused by the seismic system damage. quantity;
[0081] 3) Superposition module: It is used to superimpose the additional track irregularity samples caused by the earthquake-induced track-bridge system damage with the initial tr...
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