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Exact(14)
The analytical model considers inelastic behavior of the columns and elastic behavior of the deck.
The hysteretic uniaxial material model monitors the shear/flexural behavior of the columns.
The behavior of the columns was investigated using two different nominal concrete cubic strengths of 30 and 60 MPa.
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.
This rocking mechanism leads to variation in the level of axial stress at different drift ratios and hence the lateral load behavior of the columns.
Similar(46)
In conclusion, the axial load behavior of the column specimens varied greatly with the test parameters.
The Thomas and Yoon-Nelson model were found suitable for describing the breakthrough behavior of the column.
Furthermore, dynamic simulations in open loop mode are performed to analyze the transient behavior of the column system.
In this case, a combined truss model (Fig. 1(a)) should be used to analyze the shear 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.
More suggestions(14)
performance of the columns
behavior of the goats
behavior of the data
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behaviour of the columns
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