DESIGN OF CIRCULAR THIN-WALLED CONCRETE FILLED STEEL TUBES

By M. O'Shea, R. Bridge. 2000

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Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression (2017, background): “Extensive experimental studies on the structural performance of conventional circular CFST columns have been conducted in the past few decades [5-14].”
Utilization of artificial neural networks to prediction of the capacity of CCFT short columns subject to short term axial load (2014, methodology): “[3], O'Shea and Bridge [4], Giakoumelis and Lam [5], Sakino et al.”
An experimental behaviour of concrete-filled steel tubular columns (2005, background): “A review of available experimental studies shows that the main parameters affecting the behaviour and strength of concrete-filled columns are: the geometrical parameters, such as the slenderness, the D/t ratio and the initial geometry of the column [5,6]; the mechanical parameters, such as the stren”
Experimental behavior of circular concrete-filled steel tube stub columns (2007, background): “As a result, various studies on CFT columns with normal and high-strength concrete have been conducted in recent years [1–8].”
Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns (2006, background): “Research has been conducted to study the confinement effect of the concrete in concrete-filled steel tube (CFT) composite columns [11–16].”