Analysis of traffic load effects in railway backfilled arch bridges

The problem of the arch barrel deformation in railway backfilled arch bridges caused by their typical service loads is analysed. The main attention is paid to vertical or radial displacements of characteristic points of the arch barrel. In the study results of deflection measurements carried out on...

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Bibliographic Details
Main Authors: Tomasz Kamiński, Czesław Machelski
Format: Article
Language:English
Published: Polish Academy of Sciences 2022-06-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/123605/PDF/art14.pdf