Investigation and Simulation of Dynamic Behaviour of Railway Bridges with Ballast Substructure

2013 ◽  
pp. 235-244
Author(s):  
Klaus Hackl ◽  
Johannes Kirchhofer ◽  
Josef Fink
Keyword(s):  
Dynamic Behaviour ◽  
Railway Bridges

scholarly journals Influence of the ballasted track on the dynamic behaviour of steel railway bridges

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 2013-2020
Author(s):  
Andreas Stollwitzer ◽  
Josef Fink ◽  
Tahira Malik
Keyword(s):  
Dynamic Behaviour ◽  
Railway Bridges ◽  
Ballasted Track

Contribution of tracks to dynamic behaviour of railway bridges

2018 ◽  
Vol 171 (4) ◽  
pp. 267-275 ◽  
Author(s):  
Hetty Bigelow ◽  
Benno Hoffmeister ◽  
Markus Feldmann ◽  
Volkmar Zabel
Keyword(s):  
Dynamic Behaviour ◽  
Railway Bridges

scholarly journals Shakedown and dynamic behaviour of masonry arch railway bridges

2021 ◽  
Vol 228 ◽  
pp. 111474
Author(s):  
Tamás Forgács ◽  
Vasilis Sarhosis ◽  
Sándor Ádány
Keyword(s):  
Dynamic Behaviour ◽  
Masonry Arch ◽  
Railway Bridges

Design of Computer Models for Describing the Dynamic Behaviour of the Ballast Substructure of Railway Bridges

2013 ◽  
Vol 99 (26) ◽  
pp. 411-416
Author(s):  
Josef Fink ◽  
Johannes Kirchhofer ◽  
Klaus Hackl
Keyword(s):  
Dynamic Behaviour ◽  
Computer Models ◽  
Railway Bridges

scholarly journals Dynamic Response of Railway Bridges Subjected to Passing Vehicles

2017 ◽  
Vol 17 (2) ◽  
pp. 79-88
Author(s):  
Milan Moravčík ◽  
Martin Moravčík
Keyword(s):  
Parametric Study ◽  
Dynamic Behaviour ◽  
Railway Bridge ◽  
Moving Loads ◽  
Dynamic Effects ◽  
Railway Bridges ◽  
Moving Vehicle ◽  
Simply Supported ◽  
Speed Up ◽  
The Impact

Abstract 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.

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