Structural Design of Newly Developed Temporary Footbridge

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU105367" target="_blank" >RIV/00216305:26110/13:PU105367 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.405-408.1623" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.405-408.1623</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.405-408.1623" target="_blank" >10.4028/www.scientific.net/AMM.405-408.1623</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Structural Design of Newly Developed Temporary Footbridge

Popis výsledku v původním jazyce

The paper deals with the design of steel structure of the temporary footbridge, intended especially for the usage in the construction site for pedestrian and bicycle traffic. In the period of last two years, on the author workplace, in the co-operation with the mounting company, the new type of steel footbridge is being developed. Within this development the attention is, among others, paid to the structural design, in particular to the harmonization of static solution and structural detailing, to achieve the efficient design. In the course of solving this problem, two types of the footbridge are being developed in parallel. Both footbridges are composed as the structures with a lower deck, truss main girders and bracings; the first structure (short footbridge) with a small self weight may have the span up to 18 m; the second structure (long footbridge) with a normal self weight may have the span up to 36 m. The paper is focused on the brief description of structural composition and pa

Název v anglickém jazyce

Structural Design of Newly Developed Temporary Footbridge

Popis výsledku anglicky

The paper deals with the design of steel structure of the temporary footbridge, intended especially for the usage in the construction site for pedestrian and bicycle traffic. In the period of last two years, on the author workplace, in the co-operation with the mounting company, the new type of steel footbridge is being developed. Within this development the attention is, among others, paid to the structural design, in particular to the harmonization of static solution and structural detailing, to achieve the efficient design. In the course of solving this problem, two types of the footbridge are being developed in parallel. Both footbridges are composed as the structures with a lower deck, truss main girders and bracings; the first structure (short footbridge) with a small self weight may have the span up to 18 m; the second structure (long footbridge) with a normal self weight may have the span up to 36 m. The paper is focused on the brief description of structural composition and pa

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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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

2013

Kód důvěrnosti údajů

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

Název periodika

Applied Mechanics and Materials

ISSN

1660-9336

e-ISSN

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Svazek periodika

2013

Číslo periodika v rámci svazku

405-408

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

4

Strana od-do

1623-1626

Kód UT WoS článku

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EID výsledku v databázi Scopus

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