Dynamic Response of Railway Bridges Subjectes to Passing Vehicles
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Milan Moravcik,
Martin Moravcik
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Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
2017, Volume 17, Issue 2, Pages 79-88
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Doi: 10.1515/tvsb-2017-0031
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This paper discusses some issues related to dynamic effects in railway bridges focused on the dynamic behaviour of the small and medium span simply supported railway bridges subjected to a series of moving vehicle. Presented parametric study is focused on the dynamic deflection of the simply supported railway bridge of the span Lb = 38 m, due to the series moving loads representing a conventional train with the IC - coaches, with the impact to the speed up to 160 km/h applied in Slovakia.
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