This paper discusses the basic principles of interaction track/bridge. Influences of different bridge structures on the bridge expansion length were analyzed in order to avoid expansion joints in CWR track. Influences of track and bridge superstructure, as well as bridge support stiffness on the mentioned interaction were considered. In addition, performance requirements for rail fastening systems and longitudinal track restraint on bridge were considered. UIC (International Union of Railways) recommendations for design of railway bridges were presented. 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.
Ovaj rad razmatra osnovne principe interakcije kolosek/most. Analizirani su uticaji različitih konstrukcija mostova na dilatacionu dužinu mosta kako bi se izbegla dilataciona sprava u koloseku sa kontinualno zavarenim šinama. Razmatrani su uticaji gornjeg stroja mosta kao i krutosti oslonaca mosta na pomenutu interakciju. Takođe, razmatrani su tehnički zahtevi za sisteme šinskih pričvršćenja i podužni otpor koloseka na mostu. Predstavljene su UIC (Međunarodna železnička unija) preporuke za projektovanje železničkih mostova. Cilj rada je stvaranje osnove za unapređenje postojeće tehničke regulative u oblasti železničke infrastrukture i njena harmonizacija sa EU regulativom.
TY - JOUR
AU - Mirković, Nikola
AU - Popović, Zdenka
AU - Lazarević, Luka
AU - Mićić, Milica
PY - 2017
UR - https://grafar.grf.bg.ac.rs/handle/123456789/831
AB - This paper discusses the basic principles of interaction track/bridge. Influences of different bridge structures on the bridge expansion length were analyzed in order to avoid expansion joints in CWR track. Influences of track and bridge superstructure, as well as bridge support stiffness on the mentioned interaction were considered. In addition, performance requirements for rail fastening systems and longitudinal track restraint on bridge were considered. UIC (International Union of Railways) recommendations for design of railway bridges were presented. 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.
AB - Ovaj rad razmatra osnovne principe interakcije kolosek/most. Analizirani su uticaji različitih konstrukcija mostova na dilatacionu dužinu mosta kako bi se izbegla dilataciona sprava u koloseku sa kontinualno zavarenim šinama. Razmatrani su uticaji gornjeg stroja mosta kao i krutosti oslonaca mosta na pomenutu interakciju. Takođe, razmatrani su tehnički zahtevi za sisteme šinskih pričvršćenja i podužni otpor koloseka na mostu. Predstavljene su UIC (Međunarodna železnička unija) preporuke za projektovanje železničkih mostova. Cilj rada je stvaranje osnove za unapređenje postojeće tehničke regulative u oblasti železničke infrastrukture i njena harmonizacija sa EU regulativom.
PB - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2 - Izgradnja
T1 - UIC recommendations for design of railway bridges
T1 - UIC preporuke za projektovanje železničkih mostova
EP - 254
IS - 7-10
SP - 247
UR - conv_376
ER -
@article{
author = "Mirković, Nikola and Popović, Zdenka and Lazarević, Luka and Mićić, Milica",
year = "2017",
abstract = "This paper discusses the basic principles of interaction track/bridge. Influences of different bridge structures on the bridge expansion length were analyzed in order to avoid expansion joints in CWR track. Influences of track and bridge superstructure, as well as bridge support stiffness on the mentioned interaction were considered. In addition, performance requirements for rail fastening systems and longitudinal track restraint on bridge were considered. UIC (International Union of Railways) recommendations for design of railway bridges were presented. 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., Ovaj rad razmatra osnovne principe interakcije kolosek/most. Analizirani su uticaji različitih konstrukcija mostova na dilatacionu dužinu mosta kako bi se izbegla dilataciona sprava u koloseku sa kontinualno zavarenim šinama. Razmatrani su uticaji gornjeg stroja mosta kao i krutosti oslonaca mosta na pomenutu interakciju. Takođe, razmatrani su tehnički zahtevi za sisteme šinskih pričvršćenja i podužni otpor koloseka na mostu. Predstavljene su UIC (Međunarodna železnička unija) preporuke za projektovanje železničkih mostova. Cilj rada je stvaranje osnove za unapređenje postojeće tehničke regulative u oblasti železničke infrastrukture i njena harmonizacija sa EU regulativom.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "UIC recommendations for design of railway bridges, UIC preporuke za projektovanje železničkih mostova",
pages = "254-247",
number = "7-10",
url = "conv_376"
}
Mirković, N., Popović, Z., Lazarević, L.,& Mićić, M.. (2017). UIC recommendations for design of railway bridges. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd.(7-10), 247-254.
conv_376
Mirković N, Popović Z, Lazarević L, Mićić M. UIC recommendations for design of railway bridges. in Izgradnja. 2017;(7-10):247-254.
conv_376 .
Mirković, Nikola, Popović, Zdenka, Lazarević, Luka, Mićić, Milica, "UIC recommendations for design of railway bridges" in Izgradnja, no. 7-10 (2017):247-254,
conv_376 .
