Simulation of the spatial behaviour of tubular façade scaffolding

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313985" target="_blank" >RIV/68407700:21110/17:00313985 - isvavai.cz</a>

Výsledek na webu

<a href="http://onlinelibrary.wiley.com/doi/10.1002/cepa.2017.1.issue-2-3/issuetoc" target="_blank" >http://onlinelibrary.wiley.com/doi/10.1002/cepa.2017.1.issue-2-3/issuetoc</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1002/cepa.531" target="_blank" >10.1002/cepa.531</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Simulation of the spatial behaviour of tubular façade scaffolding

Popis výsledku v původním jazyce

An advanced analysis of spatial interaction between the elements of tubular scaffolding has been carried out at the Czech Technical University in Prague. Experiments focusing on rotational stiffness of the common couplers have been performed. The resulting stiffness (semi-rigid connections), eccentricities etc. have been implemented into spatial models and a detailed GNIA analysis followed. The results of calculations performed on simple and complex models and a recommendation for the most effective computation models has been presented. The recommendations have been implemented in the following research of the scaffold anchoring. This paper research was essential for the related development of the new scaffold anchor, which successfully overcomes the problems with insulated building facades.

Název v anglickém jazyce

Simulation of the spatial behaviour of tubular façade scaffolding

Popis výsledku anglicky

An advanced analysis of spatial interaction between the elements of tubular scaffolding has been carried out at the Czech Technical University in Prague. Experiments focusing on rotational stiffness of the common couplers have been performed. The resulting stiffness (semi-rigid connections), eccentricities etc. have been implemented into spatial models and a detailed GNIA analysis followed. The results of calculations performed on simple and complex models and a recommendation for the most effective computation models has been presented. The recommendations have been implemented in the following research of the scaffold anchoring. This paper research was essential for the related development of the new scaffold anchor, which successfully overcomes the problems with insulated building facades.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název statě ve sborníku

Eurosteel 2017

ISBN

—

ISSN

2509-7075

e-ISSN

2509-7075

Počet stran výsledku

6

Strana od-do

4698-4703

Název nakladatele

Ernst & Sohn

Místo vydání

Berlin

Místo konání akce

Copenhagen

Datum konání akce

13. 9. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—