The Train-Bridge Coupled Vibration Analysis of a Long-Span Prestressed Concrete Continuous Beam Bridge under Creep Deformation Effect

The Train-Bridge Coupled Vibration Analysis of a Long-Span Prestressed Concrete Continuous Beam Bridge under Creep Deformation Effect

The track smoothness of high-speed railroads is severely limited to ensure train performance. The concrete continuous girder bridge is deformed to influence the smoothness of the bridge decks and track caused by creep bulge. There is a need to research the impact of beam creep on the dynamical respo...

Täydet tiedot

Bibliografiset tiedot
Päätekijät: Hao Luo, Chuyi Xu, Xianbei Gan, Mougang Liu, Xiangrong Guo, Hui Guo
Aineistotyyppi: Artikkeli
Kieli:English
Julkaistu: MDPI AG 2022-11-01
Sarja:Applied Sciences
Aiheet:
continuous beam bridge
creep deformation
high-speed railway
train-bridge coupling vibration
time-dependent system
Linkit:https://www.mdpi.com/2076-3417/12/22/11838

Internet

https://www.mdpi.com/2076-3417/12/22/11838

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