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The dynamic behaviour of the columns was predicted using Adams Bohart, Thomas, and Yoon Nelson models.
It has been shown that the finite element model can accurately predict the behaviour of the columns at elevated temperatures.
The behaviour of the columns was investigated using different concrete cylinder strengths varied from 40 to 80 MPa.
The influence of the design parameters on the seismic behaviour of the columns is also investigated in detail.
The behaviour of the columns was investigated using a range of concrete cylinder strengths (25 100 MPa).
The elastic buckling behaviour of the columns tested in Part 1, with similar I-section shape but different configurations of carbon fibre reinforcement and different lengths, is evaluated.
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The actual non-linear behaviour of the beam-to-column connections and the semi-rigid behaviour of the column bases was allowed for in all the analyses.
By using the developed FE model, the mechanical behaviour of the column is further discussed in details and extended parametric studies are undertaken to elucidate the effects of various influencing factors on the behaviour of the column and its components.
The effect of bubble column aspect ratio on the hydrodynamic behaviour of the column has also been investigated.
The dynamic behaviour of the column has been interpreted on the basis of the iso-butene recycle flow in the column.
The aim of the test was to simulate the behaviour of the column undergoing large amplitude resonant vibration caused by wind.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com