Sentence examples for behavior of these columns from inspiring English sources

For modeling the cyclic stress strain behavior of FRP-confined rectangular concrete columns, effect of column parameters on the cyclic behavior of these columns should be examined properly.

In this study, a detailed experimental investigation of 29 extruded columns with box-type and L-type sections made of 6082-T6 alloynum alloy, was carried out to study the stability behavior of these columns when subjected to eccentric loads.

For a safe and economical design of the concrete columns confined with FRP, it is necessary to have a complete knowledge of the stress strain behavior of these columns.

Furthermore, similar results were observable in the hysteretic behavior of these columns (See Fig. 10).

Monotonic, cyclic and dynamic behavior of these columns have been studied experimentally by many researchers (Chang et al. 2002; Chou and Chen 2006; Marriott et al. 2009; Yamashita and Sanders 2009; Wang et al. 2008; Shim et al. 2008; Bu et al. 2015).

Much progress has been made on the research of the static behaviors of concrete-filled steel Square Hollow Section (SHS) columns; however, limited information is available on experimental behaviors of these columns when subjected to both axial and horizontal loading.

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.

The developed model is capable to represent/predict the dynamic behavior of the columns during the operation.

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.