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A novel stochastic analysis framework for train-track-bridge coupling system under seismic excitation
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DOI：10.1016/j.advengsoft.2026.104188.png)
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Abstract
En 中文
• Proposed a novel stochastic analysis framework of TTBCS under seismic excitation. • Refined modeling and stochastic analysis of specific TTBCS components are achieved. • Investigate the influence of material parameters on the stochastic response of TTBCS under seismic excitation.
Keywords:
stochastic analysis
train-track-bridge coupling system
seismic excitation
material parameters
random vibration
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