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A parametric study consisted of 100 columns was conducted using the verified numerical model.
An experimental study, consisting of 5 hollow-steel-tubes and 10 thin-walled CFST columns was conducted to examine the effectiveness of the proposed strengthening scheme.
To verify the results obtained from numerical analysis, a comparison of longitudinal tensile strain in the mid-height of columns was conducted between the experimental values and numerical results.
The percolation experiment with small reconstructed soil columns was conducted at 5 and 15 °C for 25 days with a percolation volume equal to 36 mm d− 1, adding up to a total percolation volume of 900 mm.
Purification with Discovery DPA-6S columns was conducted as follows: after pre-equilibration of the column with 2×1 ml acetonitrile, samples were loaded on the column.
Subsequently, another SPE procedure on silica gel columns was conducted to remove the remaining interferences.
Similar(54)
Finite element (FE) analyses of several CFDST columns are conducted.
A series of push-out tests on ninety CFST columns are conducted.
Additional member tests on beams and pin-ended long columns are conducted.
For this purpose, an experimental study on six square-section slender reinforced concrete columns is conducted.
In order to determine an appropriate coefficient for sliding bearings, static analyses for the capacity of columns were conducted.
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