Spatial numerical model of decks for façade scaffolding

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00366504" target="_blank" >RIV/68407700:21110/23:00366504 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.1556/606.2023.00741" target="_blank" >https://doi.org/10.1556/606.2023.00741</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1556/606.2023.00741" target="_blank" >10.1556/606.2023.00741</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Spatial numerical model of decks for façade scaffolding

Popis výsledku v původním jazyce

This paper deals with the issue of spatial modeling of façade frame scaffolding, with the focus on developing a methodology for modeling subfloor components. A laboratory experiment on a standard scaffold base assembly consisting of two spans is described. Load tests were carried out, and additional measuring points were added to the measuring apparatus compared to the standard procedure. The nonlinear stiffness of the numerical models was derived from the measured value. Furthermore, planar models of the scaffold subfloors were created and validated against experiments. Finally, the paper proposes scaffold stiffness in the horizontal direction (perpendicular to the façade and parallel to the façade) that can be used in a full spatial member of the scaffold model.

Název v anglickém jazyce

Spatial numerical model of decks for façade scaffolding

Popis výsledku anglicky

This paper deals with the issue of spatial modeling of façade frame scaffolding, with the focus on developing a methodology for modeling subfloor components. A laboratory experiment on a standard scaffold base assembly consisting of two spans is described. Load tests were carried out, and additional measuring points were added to the measuring apparatus compared to the standard procedure. The nonlinear stiffness of the numerical models was derived from the measured value. Furthermore, planar models of the scaffold subfloors were created and validated against experiments. Finally, the paper proposes scaffold stiffness in the horizontal direction (perpendicular to the façade and parallel to the façade) that can be used in a full spatial member of the scaffold model.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/TJ04000305" target="_blank" >TJ04000305: Pokročilá metodika pro statické modelování konstrukcí systémových lešení</a><br>

Návaznosti

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

Rok uplatnění

2023

Kód důvěrnosti údajů

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

Název periodika

Pollack Periodica, An International Journal for Engineering and Information Sciences

ISSN

1788-1994

e-ISSN

—

Svazek periodika

18

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

HU - Maďarsko

Počet stran výsledku

6

Strana od-do

46-51

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-85162263117