Dynamic Response of Railway Bridges Subjected to Passing Vehicles
This paper discusses some issues related to dynamic effects in railway bridges focussed 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 suppor...
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Format: | Article |
Language: | English |
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VŠB-Technical University of Ostrava, Faculty of Civil Engineering
2017-12-01
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Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/tvsb.2017.17.issue-2/tvsb-2017-0031/tvsb-2017-0031.xml?format=INT |
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author | Moravčík Milan Moravčík Martin |
author_facet | Moravčík Milan Moravčík Martin |
author_sort | Moravčík Milan |
collection | DOAJ |
description | This paper discusses some issues related to dynamic effects in railway bridges focussed 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. |
first_indexed | 2024-03-13T08:50:16Z |
format | Article |
id | doaj.art-8582fdb950e64cc6bc6828111f407441 |
institution | Directory Open Access Journal |
issn | 1804-4824 |
language | English |
last_indexed | 2024-03-13T08:50:16Z |
publishDate | 2017-12-01 |
publisher | VŠB-Technical University of Ostrava, Faculty of Civil Engineering |
record_format | Article |
series | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
spelling | doaj.art-8582fdb950e64cc6bc6828111f4074412023-05-29T13:15:29ZengVŠB-Technical University of Ostrava, Faculty of Civil EngineeringTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242017-12-01172798810.1515/tvsb-2017-0031tvsb-2017-0031Dynamic Response of Railway Bridges Subjected to Passing VehiclesMoravčík Milan0Moravčík Martin1University of Žilina, Faculty of Civil Engineering, Univerzitná 8215/1 010 26 ŽilinaUniversity of Žilina, Faculty of Civil Engineering, Univerzitná 8215/1 010 26 ŽilinaThis paper discusses some issues related to dynamic effects in railway bridges focussed 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.http://www.degruyter.com/view/j/tvsb.2017.17.issue-2/tvsb-2017-0031/tvsb-2017-0031.xml?format=INTDynamic responserailway bride deflectionsthe modal superposition method |
spellingShingle | Moravčík Milan Moravčík Martin Dynamic Response of Railway Bridges Subjected to Passing Vehicles Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series Dynamic response railway bride deflections the modal superposition method |
title | Dynamic Response of Railway Bridges Subjected to Passing Vehicles |
title_full | Dynamic Response of Railway Bridges Subjected to Passing Vehicles |
title_fullStr | Dynamic Response of Railway Bridges Subjected to Passing Vehicles |
title_full_unstemmed | Dynamic Response of Railway Bridges Subjected to Passing Vehicles |
title_short | Dynamic Response of Railway Bridges Subjected to Passing Vehicles |
title_sort | dynamic response of railway bridges subjected to passing vehicles |
topic | Dynamic response railway bride deflections the modal superposition method |
url | http://www.degruyter.com/view/j/tvsb.2017.17.issue-2/tvsb-2017-0031/tvsb-2017-0031.xml?format=INT |
work_keys_str_mv | AT moravcikmilan dynamicresponseofrailwaybridgessubjectedtopassingvehicles AT moravcikmartin dynamicresponseofrailwaybridgessubjectedtopassingvehicles |