Sentence examples for behaviour of these columns from inspiring English sources

Hence, implementing them in CFDST columns is expected to enhance the overall behaviour of these columns.

However these studies have not analysed the influence of the axial and rotational restraint on the buckling behaviour of these columns in case of fire.

The influence of the cross-section shape, load eccentricity and percentage of reinforcement on the fire behaviour of these columns is investigated.

The dynamic behaviour of the columns was predicted using Adams Bohart, Thomas, and Yoon Nelson models.

The behaviour of the columns was investigated using a range of concrete cylinder strengths (25 100 MPa).

The influence of the design parameters on the seismic behaviour of the columns is also investigated in detail.

The behaviour of the columns was investigated using different concrete cylinder strengths varied from 40 to 80 MPa.

It has been shown that the finite element model can accurately predict the behaviour of the columns at elevated temperatures.

The elastic buckling behaviour of the columns tested in Part 1, with similar I-section shape but different configurations of carbon fibre reinforcement and different lengths, is evaluated.

Particular attention was given to the buckling behaviour of the columns and to the delamination at the interface between GFRP and CFRP layers.

The present paper also proposes a finite element model for the prediction of the behaviour of demountable CFST column-column connections.