[HTML][HTML] Critical analysis of the current Eurocode deck acceleration limit for evaluating running safety in ballastless railway bridges

G Ferreira, P Montenegro, A Andersson… - Engineering …, 2024 - Elsevier
The assessment of running safety of railway bridges is conditioned by the Eurocode EN
1990 A2 by limiting vertical deck acceleration. On ballastless track bridges, this value is 5 …

Probabilistic analysis of train running safety on bridges: a state-of-the-art review

EC Granato, G Ferreira, P Montenegro… - … Journal of Rail …, 2025 - Taylor & Francis
Train running safety when crossing bridges is an important issue due to the catastrophic
consequences of possible derailments. Recent developments in railway technology have …

[HTML][HTML] Track–bridge interaction effects in the acceleration and displacement response of high-speed railway bridges: Simplified vs refined modelling

E Moliner, P Museros, R Allahvirdizadeh - Engineering structures, 2024 - Elsevier
The prediction of structural vibrations induced by high-speed trains is crucial for designing
bridge structures, as well as for the assessment of the dynamic compatibility between …

Reliability assessment of ballasted railway bridges considering soil-structure interaction using ensemble of surrogate models

R Allahvirdizadeh, A Andersson… - International Journal of …, 2024 - Taylor & Francis
The increasing speeds of modern trains lead to excessive vibrations on the bridges, which
have the potential to destabilize the ballast particles. The occurrence of this phenomenon …

Imprecise structural reliability analysis of steel railway bridges using p-boxes and a fatigue probabilistic approach

M Zakharenko, GT Frøseth… - Structure and …, 2024 - Taylor & Francis
Abstract Imprecise Structural Reliability Analysis (ISRA) is a novel and promising field in
structural reliability. This work develops and introduces a framework for ISRA applied to …