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A unified formulation for circle and polygon concrete-filled steel tube columns under axial compressionMIN YU; XIAOXIONG ZHA; JIANQIAO YE et al.Engineering structures. 2013, Vol 49, pp 1-10, issn 0141-0296, 10 p.Article

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Effect of transient strain on strength of concrete and CFT columns in fire -: Part 1: Elevated-temperature analysis on a Shanley-like column modelHUANG, Shan-Shan; BURGESS, Ian W.Engineering structures. 2012, Vol 44, pp 379-388, issn 0141-0296, 10 p.Article

Enhancing flexural performance of free-standing tubular steel poles using an optimal partial concrete fillFAM, Amir; MITCHELL, Jeffrey.Canadian journal of civil engineering (Print). 2011, Vol 38, Num 10, pp 1145-1157, issn 0315-1468, 13 p.Article

Reliability-based evaluation of design code provisions for circular concrete-filled steel columnsBECK, André T; DE OLIVEIRA, Walter L. A; DE NARDIM, Silvana et al.Engineering structures. 2009, Vol 31, Num 10, pp 2299-2308, issn 0141-0296, 10 p.Article

Effect of transient strain on strength of concrete and CFT columns in fire: Part 2: Simplified and numerical modellingHUANG, Shan-Shan; BURGESS, Ian W.Engineering structures. 2012, Vol 44, pp 389-399, issn 0141-0296, 11 p.Article

Confinement effect of ring-confined concrete-filled-steel-tube columns under uni-axial loadLAI, M. H; HO, J. C. M.Engineering structures. 2014, Vol 67, pp 123-141, issn 0141-0296, 19 p.Article

Axial load behavior of L-shaped CFT stub columns with binding barsZUO, Zhi-Liang; JIAN CAI; CHUN YANG et al.Engineering structures. 2012, Vol 37, pp 88-98, issn 0141-0296, 11 p.Article

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