The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading

Popis výsledku v původním jazyce

Recently, within the framework of research projects made by our Institute of Metal and Timber Structures in co-operation with company Vladimír Fišer and Technology Agency of the Czech Republic, they were designed and realized several loading tests of some selected details of new steel temporary through truss footbridge, which has 15.0 m span and consists of five 3.0 m length assembly units. The entire idea of these research projects is to develop new type of simply temporary footbridge, which can effectively create or replace a self-supporting way for pedestrians and cyclists in case of some events like reconstructions, building site, floods, etc. It should also be used as a permanent bridge, if needed. This paper brings some information about made experiments and their results, especially in case of cyclic loading.

Název v anglickém jazyce

The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading

Popis výsledku anglicky

Recently, within the framework of research projects made by our Institute of Metal and Timber Structures in co-operation with company Vladimír Fišer and Technology Agency of the Czech Republic, they were designed and realized several loading tests of some selected details of new steel temporary through truss footbridge, which has 15.0 m span and consists of five 3.0 m length assembly units. The entire idea of these research projects is to develop new type of simply temporary footbridge, which can effectively create or replace a self-supporting way for pedestrians and cyclists in case of some events like reconstructions, building site, floods, etc. It should also be used as a permanent bridge, if needed. This paper brings some information about made experiments and their results, especially in case of cyclic loading.

Druh

D - Stať ve sborníku

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 statě ve sborníku

Recent Advances in Civil and Mining Engineering - Proceedings of the 4th European Conference of Civil Engineerinng (ECCIE '13)

ISBN

978-960-474-337-7

ISSN

2227-4588

e-ISSN

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Počet stran výsledku

345

Strana od-do

207-210

Název nakladatele

WSEAS Press

Místo vydání

Antalya, Turkey

Místo konání akce

Antalya

Datum konání akce

8. 10. 2013

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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