Thermic interaction between continuous welded rail and the bridge

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102003" target="_blank" >RIV/00216305:26110/12:PU102003 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Thermic interaction between continuous welded rail and the bridge

Original language description

Czech railway infrastructure manager has described design principles and recommendations for installation of continuous welded rail on bridges in the regulation which summarizes experience of bridge ? rail interaction since introduction of continuous welded rail as a common structure. The regulation covers the most common cases of bridge ? rail interaction concerning type of a bridge structure, deck and bearing arrangement as well as a design of rail superstructure components. The bridge in Usti nad Orlici is situated on main railway line Berlin ? Prague ? Brno ? Vienna/Bratislava. A construction of the new bridge is a part of railway station reconstruction project focused on a speed increase. The design of bridge supports position had to take into account the situation of the confluence of two rivers and road which led to a design of nonstandard arrangement of the bridge bearings. This design required special attention to an assessment of the particular bridge ? rail interaction. Two

Czech name

Thermic interaction between continuous welded rail and the bridge

Czech description

Czech railway infrastructure manager has described design principles and recommendations for installation of continuous welded rail on bridges in the regulation which summarizes experience of bridge ? rail interaction since introduction of continuous welded rail as a common structure. The regulation covers the most common cases of bridge ? rail interaction concerning type of a bridge structure, deck and bearing arrangement as well as a design of rail superstructure components. The bridge in Usti nad Orlici is situated on main railway line Berlin ? Prague ? Brno ? Vienna/Bratislava. A construction of the new bridge is a part of railway station reconstruction project focused on a speed increase. The design of bridge supports position had to take into account the situation of the confluence of two rivers and road which led to a design of nonstandard arrangement of the bridge bearings. This design required special attention to an assessment of the particular bridge ? rail interaction. Two

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2012

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Road and Rail infrastructure II. Proceedings of the Conference CETRA 2012

ISBN

978-953-6272-49-5

ISSN

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e-ISSN

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Number of pages

7

Pages from-to

491-497

Publisher name

University of Zagreb

Place of publication

Zagreb, Croatia

Event location

Zagreb

Event date

May 7, 2012

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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