Maximum vertical acceleration patterns in skewed multi-span railway bridges under increasing operational speeds
J. C. Sánchez-Quesada , E. Moliner , P. Galvín , M. D. Martínez-Rodrigo
Advances in Bridge Engineering ›› 2026, Vol. 7 ›› Issue (1) : 28
This study investigates maximum vertical acceleration patterns in highly skewed, multi-span railway bridges, focusing on Serviceability Limit State (SLS) performance under increasing operational speeds. A 3D finite element model of a representative Spanish high-speed girder bridge is employed, explicitly incorporating the ballasted track and weak coupling between spans. The dynamic response is assessed using three train excitation models of increasing complexity: the simple moving load model (TLM), a vehicle-bridge interaction (VBI) model, and the latter incorporating track irregularities (VBI-
Railway bridges / Ballast track / Resonance / Weakly connected spans / Deck skewness / Vehicle-bridge interaction
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The Author(s)
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