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Exact(13)
Furthermore, dynamic simulations in open loop mode are performed to analyze the transient behavior of the column system.
The Thomas and Yoon-Nelson model were found suitable for describing the breakthrough behavior of the column.
All models are found suitable for describing the whole or a definite part of the dynamic behavior of the column with respect to flow rate and bed height.
The model was found suitable for describing the whole part of dynamic behavior of the column with respect to flow rate and inlet dye concentration.
Both models were found suitable for describing the whole dynamic behavior of the column with respect to flow rate and inlet dye concentration.
In addition, when the axial compression ratio was less than or equal to 0.1, the influence of axial force on the seismic behavior of the column was negligible; in contrast, when the axial compression ratio was greater than 0.1, the influence of axial force on the seismic behavior of the column was significant and worthy of consideration.
Similar(47)
The developed model is capable to represent/predict the dynamic behavior of the columns during the operation.
The hysteretic load displacement behavior of the columns with unbonded reinforcements, however, greatly differs from those of the ordinary ones.
The behavior of the columns was investigated using two different nominal concrete cubic strengths of 30 and 60 MPa.
Of interest is the effect of geometric discontinuities on the behavior of the columns, including a bolted splice or utility holes.
The distortional buckling and non-linear ultimate strength behavior of the columns was investigated in detail using finite element analyses (ABAQUS).
More suggestions(17)
role of the column
behavior of the section
behavior of the spine
behavior of the classes
behavior of the region
behavior of the plug-in
behavior of the reflection
behavior of the government
behavior of the function
behavior of the copper II
behavior of the behavior
behavior of the trend
behavior of the node
behavior of the type
behavior of the model
behaviour of the column
behavior of the expected
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