The steel railway arch bridge behaviour under short-time brake and acceleration loading

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00328186" target="_blank" >RIV/68407700:21110/18:00328186 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

The steel railway arch bridge behaviour under short-time brake and acceleration loading

Popis výsledku v původním jazyce

The paper describes the behaviour of the new railway bridge in the Czech Republic, located on the track between Hohenau and Přerov, under the very short dynamic loading. The bridge is a net arch structure of span 97.5 m and skew angle 43°. The bridge is equipped with the steering rod Meyer – Wunstorf, because of the reduction of the stresses in the track, caused by the train-bridge interaction. This loading is represented mainly by brake and acceleration forces. For that purpose, the extensive monitoring system was used. The system included the detection of the strain in the bridge structure and the rail, acceleration and displacement during the test load that consisted of the heavy trains and the tandem locomotives Siemens Taurus. It also describes the redistribution of the load to the various elements of the bridge, including the Meyer – Wunstorf steering rod system and its function.

Název v anglickém jazyce

The steel railway arch bridge behaviour under short-time brake and acceleration loading

Popis výsledku anglicky

The paper describes the behaviour of the new railway bridge in the Czech Republic, located on the track between Hohenau and Přerov, under the very short dynamic loading. The bridge is a net arch structure of span 97.5 m and skew angle 43°. The bridge is equipped with the steering rod Meyer – Wunstorf, because of the reduction of the stresses in the track, caused by the train-bridge interaction. This loading is represented mainly by brake and acceleration forces. For that purpose, the extensive monitoring system was used. The system included the detection of the strain in the bridge structure and the rail, acceleration and displacement during the test load that consisted of the heavy trains and the tandem locomotives Siemens Taurus. It also describes the redistribution of the load to the various elements of the bridge, including the Meyer – Wunstorf steering rod system and its function.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/TE01020168" target="_blank" >TE01020168: Centrum pro efektivní a udržitelnou dopravní infrastrukturu (CESTI)</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

IABSE SYMPOSIUM NANTES, 2018

ISBN

978-3-85748-161-1

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

"S5"-"191"

Název nakladatele

IABSE c/o ETH Hönggerberg

Místo vydání

Zürich

Místo konání akce

Nantes

Datum konání akce

19. 9. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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