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Discover LudwigThe phrase "adequate column" is correct and usable in written English.
It can be used when referring to a column that meets a certain standard or requirement in terms of size, content, or functionality.
Example: "The report was well-organized, with each section clearly labeled and an adequate column for notes."
Alternatives: "sufficient column" or "satisfactory column".
Exact(2)
Higher and more adequate column curves are suggested for such columns, and new column curves are proposed based on a non-linear fitting of the parametric results.
Lysates were cleared by centrifugation at 16,000×g for 10 min. U937 cell nuclear or whole cell lysates, generated as above (Cellular Fractionation), were diluted to 1 µg/ml with Buffer A (without Triton X-100) to ensure adequate column absorption and flow.
Similar(58)
Without initialization, in the first iterations, the RMP does not contain adequate columns to provide beneficial dual information to pricing sub-problems [28].
Technical assessment of the facilities: The well designs were found to be satisfactory and the wells themselves in good condition, with adequate water column for all times.
An experimental investigation shows that the results can be applied for adequate simulation of column behaviour.
Therefore, these reinforced grout columns can be considered as an adequate alternative to RC columns subjected to medium to high compressive axial loads in regions of high seismicity.
Control studies indicate that single-point temperature control of the distillation column is adequate to maintain product purity and avoid excessive loss of valuable material from the top of the column.
All the non-therapeutic contacts will be performed outside the spinal column with adequate joint slack and without soft tissue pretension so that no joint cavitations occur.
Nevertheless, designed according to modern code requirements, the pier column possesses adequate confinement and, hence, ductility to sustain such a significant number of loading cycles with no apparent deterioration of strength, yet at the cost of considerable permanent deflection δ col ≈ 30 cm (δ col/ h ≈ 0.3%).
The analysis results revealed that beams and columns of the studied frames had adequate strength to survive one column loss in the first story.
Also, the flexural strengthening of columns is adequate to be performed up to the storey in which soft storey mechanism may occur, and the flexural strengthening of the columns at other storeys does not have a major effect.
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