The paper presents basic principles of bridge structure behaviour from the aspect of
track-bridge interaction in the case of temperature gradient, breaking and acceleration of railway
vehicles. The paper analyses influence of different bridge structures to the bridge expansion
length. In addition, influence of bridge superstructure, as well as bridge support stiffness was
analysed. In the conclusion, there were presented basic observations of conducted analyses that
could be applied for the calculation of different railway bridge structures. The aim of this paper
is providing the basis for improvement of the existing technical regulations in the field of railway
infrastructure, as well as its harmonisation with EU regulations.
TY - CONF
AU - Mirković, Nikola
AU - Popović, Zdenka
AU - Lazarević, Luka
AU - Mićić, Milica
PY - 2017
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2793
AB - The paper presents basic principles of bridge structure behaviour from the aspect of
track-bridge interaction in the case of temperature gradient, breaking and acceleration of railway
vehicles. The paper analyses influence of different bridge structures to the bridge expansion
length. In addition, influence of bridge superstructure, as well as bridge support stiffness was
analysed. In the conclusion, there were presented basic observations of conducted analyses that
could be applied for the calculation of different railway bridge structures. The aim of this paper
is providing the basis for improvement of the existing technical regulations in the field of railway
infrastructure, as well as its harmonisation with EU regulations.
PB - University of East Sarajevo, Faculty of Transport and Traffic Engineering Doboj
C3 - VI International Symposium New Horizons of Transport and Communications
T1 - Track/bridge interaction - The aspect of bridge structure
EP - 377
SP - 370
UR - https://hdl.handle.net/21.15107/rcub_grafar_2793
ER -
@conference{
author = "Mirković, Nikola and Popović, Zdenka and Lazarević, Luka and Mićić, Milica",
year = "2017",
abstract = "The paper presents basic principles of bridge structure behaviour from the aspect of
track-bridge interaction in the case of temperature gradient, breaking and acceleration of railway
vehicles. The paper analyses influence of different bridge structures to the bridge expansion
length. In addition, influence of bridge superstructure, as well as bridge support stiffness was
analysed. In the conclusion, there were presented basic observations of conducted analyses that
could be applied for the calculation of different railway bridge structures. The aim of this paper
is providing the basis for improvement of the existing technical regulations in the field of railway
infrastructure, as well as its harmonisation with EU regulations.",
publisher = "University of East Sarajevo, Faculty of Transport and Traffic Engineering Doboj",
journal = "VI International Symposium New Horizons of Transport and Communications",
title = "Track/bridge interaction - The aspect of bridge structure",
pages = "377-370",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2793"
}
Mirković, N., Popović, Z., Lazarević, L.,& Mićić, M.. (2017). Track/bridge interaction - The aspect of bridge structure. in VI International Symposium New Horizons of Transport and Communications
University of East Sarajevo, Faculty of Transport and Traffic Engineering Doboj., 370-377.
https://hdl.handle.net/21.15107/rcub_grafar_2793
Mirković N, Popović Z, Lazarević L, Mićić M. Track/bridge interaction - The aspect of bridge structure. in VI International Symposium New Horizons of Transport and Communications. 2017;:370-377.
https://hdl.handle.net/21.15107/rcub_grafar_2793 .
Mirković, Nikola, Popović, Zdenka, Lazarević, Luka, Mićić, Milica, "Track/bridge interaction - The aspect of bridge structure" in VI International Symposium New Horizons of Transport and Communications (2017):370-377,
https://hdl.handle.net/21.15107/rcub_grafar_2793 .
