Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU111737" target="_blank" >RIV/00216305:26110/14:PU111737 - 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

Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists

Popis výsledku v původním jazyce

In the recent period several research projects focused on design, developing and full-scale testing of steel temporary bridges were realized on the authors workplace, Institute of Metal and Timber Structures, especially in cooperation with AdMaS ResearchCentre, Vladimír Fišer company and Technology Agency of the Czech Republic. As one of the examples it can be mentioned the realization of the full-scale testing of temporary railway bridge of 18.0 m span, which belongs to so called ŽBM 30 system (developed and designed as an army temporary bridge with welded web-plate main girders). However, this paper brings some information about performed loading tests in case of developing of new type of temporary steel truss footbridge for pedestrian and cyclistsusable for span up to 36.0 m.

Název v anglickém jazyce

Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists

Popis výsledku anglicky

In the recent period several research projects focused on design, developing and full-scale testing of steel temporary bridges were realized on the authors workplace, Institute of Metal and Timber Structures, especially in cooperation with AdMaS ResearchCentre, Vladimír Fišer company and Technology Agency of the Czech Republic. As one of the examples it can be mentioned the realization of the full-scale testing of temporary railway bridge of 18.0 m span, which belongs to so called ŽBM 30 system (developed and designed as an army temporary bridge with welded web-plate main girders). However, this paper brings some information about performed loading tests in case of developing of new type of temporary steel truss footbridge for pedestrian and cyclistsusable for span up to 36.0 m.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/ED2.1.00%2F03.0097" target="_blank" >ED2.1.00/03.0097: AdMaS - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Recent Advances in Civil Engineering and Mechanics

ISBN

978-960-474-403-9

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

244-247

Název nakladatele

WSEAS Press

Místo vydání

Florence, Italy

Místo konání akce

Florencie

Datum konání akce

22. 11. 2014

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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