The development and testing of a new type of the temporary steel truss footbridge with closed cross-section

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU113707" target="_blank" >RIV/00216305:26110/15:PU113707 - 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 development and testing of a new type of the temporary steel truss footbridge with closed cross-section

Popis výsledku v původním jazyce

In this paper there is some particular information about the development of a new sort of a temporary modular steel footbridge for pedestrians and cyclist, which was designed as a truss system with the deck below the supports and with the closed cross-section. Actually, this development was connected to the research project, which was one of the several ones from the recent period, where they all were focused on temporary steel footbridges design, developing and testing (including full-scale testing) and which were realized on our workplace in cooperation with research centres and companies. In this case the new footbridge has a span 18 - 36 m and it is divided into 3.0 m long assembly units. They were selected some its details for the loading tests and finally it was performed also a test of the prototype. Therefore, this paper brings the results of those experiments as well as some particular conclusions.

Název v anglickém jazyce

The development and testing of a new type of the temporary steel truss footbridge with closed cross-section

Popis výsledku anglicky

In this paper there is some particular information about the development of a new sort of a temporary modular steel footbridge for pedestrians and cyclist, which was designed as a truss system with the deck below the supports and with the closed cross-section. Actually, this development was connected to the research project, which was one of the several ones from the recent period, where they all were focused on temporary steel footbridges design, developing and testing (including full-scale testing) and which were realized on our workplace in cooperation with research centres and companies. In this case the new footbridge has a span 18 - 36 m and it is divided into 3.0 m long assembly units. They were selected some its details for the loading tests and finally it was performed also a test of the prototype. Therefore, this paper brings the results of those experiments as well as some particular conclusions.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

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

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název periodika

International Journal of Mechanics

ISSN

1998-4448

e-ISSN

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Svazek periodika

9

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

US - Spojené státy americké

Počet stran výsledku

8

Strana od-do

173-180

Kód UT WoS článku

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EID výsledku v databázi Scopus

2-s2.0-84926465272