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In the present study, cyclic loading tests were performed to investigate the structural performance of the columns with continuous hoops.
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The performance of the column with conventional closed-hoops and that of the column with butt-welded hoops, which were compliant of ACI 318-14, were almost identical and met the performance criteria required by ACI 374.
Based on the FE analyses, structural performance of the columns under axial compression were assessed, with attention towards, load capacity and deformation modes.
Performance of the columns was typically around 1 mg anti-CCP2 IgG/column.
The obtained mean structural collapse capacity/maximum drift for the original bridge subjected only to one seismic event (i.e., no AS) reveals the unsatisfactory performance of the bridge column with lap-splice deficiency, as expected.
The modified large volume protocol was selected for further comparison with the performance of the column-based manual method.
These specifications, along with feed conditions and feed stage govern performance of the column.
The effect of important column design parameters on the performance of the column bed was investigated.
This paper makes an attempt to investigate the performance of CSFT columns with circular sections under both a cyclic load and an acid rain attack.
The performance of segmental column with the new dome shear key is compared with previously tested columns with trapezoidal shear key and plain segmental column without shear key.
We then compare the performance of two commercial columns with their respective equivalent cuboid packed-bed devices, i.e. containing the same chromatographic media, and having the same bed-height and bed-volume.
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