Thermic interaction between continuous welded rail and the bridge

Kód výsledku v 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>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

čeština

Název v původním jazyce

Thermic interaction between continuous welded rail and the bridge

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

Thermic interaction between continuous welded rail and the bridge

Popis výsledku anglicky

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

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

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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Počet stran výsledku

7

Strana od-do

491-497

Název nakladatele

University of Zagreb

Místo vydání

Zagreb, Croatia

Místo konání akce

Zagreb

Datum konání akce

7. 5. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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