| Autor: |
Ornstová, Pavla, Dolejš, Jakub, Kruis, Jaroslav |
| Zdroj: |
Pollack Periodica; Dec2023, Vol. 18 Issue 3, p46-51, 06p |
| Abstrakt: |
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. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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