Experimental verification and analysis of temporary bridge structure actual behaviour

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102089" target="_blank" >RIV/00216305:26110/12:PU102089 - 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

Experimental verification and analysis of temporary bridge structure actual behaviour

Popis výsledku v původním jazyce

The paper deals with the problems of the analysis and experimental verification of the actual behaviour of the structural system used for the provisional bridging purposes. This paper presents the brief information on the results of the full-scale loading test of the particular type of the temporary bridge. The subject of the loading test is the special railway bridge of the structural system of ŽBM 30, i.e. military demountable bridge developed by the railway military and used as a temporary bridge forthe bridging with the span up to 30 m. This system with plate main girders and upper deck is usable for the temporary reconstruction of single-track railway bridges. The loading test has been oriented to the verification of the actual behaviour of thisstructural system during the loading process, with the accent to the objective load-carrying capacity and rigidity. Mainly the loading test was aimed to obtain the information and data on the actual loading of the main load-carrying struc

Název v anglickém jazyce

Experimental verification and analysis of temporary bridge structure actual behaviour

Popis výsledku anglicky

The paper deals with the problems of the analysis and experimental verification of the actual behaviour of the structural system used for the provisional bridging purposes. This paper presents the brief information on the results of the full-scale loading test of the particular type of the temporary bridge. The subject of the loading test is the special railway bridge of the structural system of ŽBM 30, i.e. military demountable bridge developed by the railway military and used as a temporary bridge forthe bridging with the span up to 30 m. This system with plate main girders and upper deck is usable for the temporary reconstruction of single-track railway bridges. The loading test has been oriented to the verification of the actual behaviour of thisstructural system during the loading process, with the accent to the objective load-carrying capacity and rigidity. Mainly the loading test was aimed to obtain the information and data on the actual loading of the main load-carrying struc

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/TA01030849" target="_blank" >TA01030849: VÝVOJ PROVIZÓRIA PRO PĚŠÍ A CYKLISTICKOU DOPRAVU Z MATERIÁLŮ VYŠŠÍCH PEVNOSTÍ</a><br>

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

Advances in Steel Structures

ISBN

978-7-5641-3400-6

ISSN

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e-ISSN

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Počet stran výsledku

9

Strana od-do

162-170

Název nakladatele

Southeast University Press: Nanjing

Místo vydání

Neuveden

Místo konání akce

Nanjing

Datum konání akce

14. 4. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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