Estimating running safety factor of ballastless railway bridges using tail modelling
Excessive vertical acceleration of ballastless railway bridges subjected to vibrations induced by passing trains is one of the governing design criteria for bridges in high-speed lines. However, to the authors’ knowledge, the corresponding design limit is not based on a solid theoretical or experime...
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Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Czech Technical University in Prague
2022-08-01
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Series: | Acta Polytechnica CTU Proceedings |
Subjects: | |
Online Access: | https://ojs.cvut.cz/ojs/index.php/APP/article/view/8366 |
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