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

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

Advanced design for trusses of steel and concrete-filled tubular sectionsFONG, M; CHAN, S. L; UY, B et al.Engineering structures. 2011, Vol 33, Num 12, pp 3162-3171, issn 0141-0296, 10 p.Article

Experimental study on the behaviour of concrete filled steel tubular (CFST) members under lateral impactWANG, R; HAN, L.-H; HOU, C.-C et al.Transactions on the built environment. 2013, Vol v. 126, pp 241-248, issn 1746-4498, isbn 978-1-8456-4612-7, 1Vol, 8 p.Conference Paper

A unified method for calculating fire resistance of solid and hollow concrete-filled steel tube columns based on average temperatureMIN YU; XIAOXIONG ZHA; JIANQIAO YE et al.Engineering structures. 2014, Vol 71, pp 12-22, issn 0141-0296, 11 p.Article

Behaviour of composite joints with concrete encased CFST columns under cyclic loading: ExperimentsLIAO, Fei-Yu; HAN, Lin-Hai; ZHONG TAO et al.Engineering structures. 2014, Vol 59, pp 745-764, issn 0141-0296, 20 p.Article

Seismic response of extended end plate joints to concrete-filled steel tubular columnsJINGFENG WANG; LIN ZHANG; SPENCER, B. F et al.Engineering structures. 2013, Vol 49, pp 876-892, issn 0141-0296, 17 p.Article

Heat transfer in concrete-filled carbon and stainless steel tubes exposed to fireZHONG TAO; GHANNAM, Mohamed.Fire safety journal. 2013, Vol 61, pp 1-11, issn 0379-7112, 11 p.Article

Analytical behaviour of RC beam to CFST column frames subjected to fireHAN, Lin-Hai; WANG, Wei-Hua; YU, Hong-Xia et al.Engineering structures. 2012, Vol 36, pp 394-410, issn 0141-0296, 17 p.Article

Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loadingSKALOMENOS, Konstantinos A; HATZIGEORGIOU, George D; BESKOS, Dimitri E et al.Engineering structures. 2014, Vol 61, pp 44-60, issn 0141-0296, 17 p.Article

Behaviour of recycled aggregate concrete filled stainless steel stub columnsTAM, Vivian W. Y; WANG, Zhi-Bin; ZHONG TAO et al.Materials and structures. 2014, Vol 47, Num 1-2, pp 293-310, issn 1359-5997, 18 p.Article

Post-fire behaviour of concrete-filled steel tubular column to axially and rotationally restrained steel beam jointSONG, Tian-Yi; HAN, Lin-Hai.Fire safety journal. 2014, Vol 69, pp 147-163, issn 0379-7112, 17 p.Article

Stress―strain model for concrete in FRP-confined steel tubular columnsTENG, J. G; HU, Y. M; YU, T et al.Engineering structures. 2013, Vol 49, pp 156-167, issn 0141-0296, 12 p.Article

Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fireHAN, Lin-Hai; WANG, Wei-Hua; YU, Hong-Xia et al.Engineering structures. 2010, Vol 32, Num 10, pp 3130-3144, issn 0141-0296, 15 p.Article

Experimental study on impact behaviour of concrete-filled steel tubes at elevated temperatures up to 800 °CJINGSI HUO; YUANMING HE; BAISHENG CHEN et al.Materials and structures. 2014, Vol 47, Num 1-2, pp 263-283, issn 1359-5997, 21 p.Article

Experimental behavior of CFST stub columns after being exposed to freezing and thawingYANG, You-Fu; KAI CAO; WANG, Tian-Zheng et al.Cold regions science and technology. 2013, Vol 89, pp 7-21, issn 0165-232X, 15 p.Article

Behaviour of circular concrete-filled lean duplex stainless steel―carbon steel tubular short columnsHASSANEIN, M. F; KHAROOB, O. F; LIANG, Q. Q et al.Engineering structures. 2013, Vol 56, pp 83-94, issn 0141-0296, 12 p.Article

Fire performance of concrete filled steel tubular (CFST) column to RC beam jointsTAN, Qing-Hua; HAN, Lin-Hai; YU, Hong-Xia et al.Fire safety journal. 2012, Vol 51, pp 68-84, issn 0379-7112, 17 p.Article

Advanced Technologies Applied at the New Techno Station Building in Tokyo, JapanENDO, Fumiaki; YAMANAKA, Masayuki; WATNABE, Tetsumi et al.Structural engineering international. 2011, Vol 21, Num 4, pp 508-513, issn 1016-8664, 6 p.Article

Elogio de una nueva sección a propósito de la optimización del tubo = Praise of a new section regarding tubular optimizationALBAREDA, A; MARISTANY, J; ALENTORN, J et al.Informes de la construcción. 2013, Vol 65, Num 529, pp 55-64, issn 0020-0883, 10 p.Article

Capacidad resistente de pilas metálicas tubulares circulares rellenas de hormigón (CFT) en puentes integrales = Resistance of Concrete-Filled Tubular Structures (CFT) on Integral BridgesCHACON, R; MIRAMBELL, E; REAL, E et al.Informes de la construcción. 2012, Vol 64, Num 527, pp 355-370, issn 0020-0883, 16 p.Article

Concrete-filled double skin steel tubular (CFDST) columns subjected to long-term sustained loadingHAN, Lin-Hai; LI, Yong-Jin; LIAO, Fei-Yu et al.Thin-walled structures. 2011, Vol 49, Num 12, pp 1534-1543, issn 0263-8231, 10 p.Article

VÉRIFICATION DE LA STABILITÉ D'UN PROFIL CREUX REMPLI DE BÉTON, SOUMIS À COMPRESSION AXIALE ET FLEXION, SUIVANT L'EUROCODE 4 = Resistance of hollow sections filled with concrete, under compression and bending, according to Eurocode 4BEGUIN, P.Construction métallique. 2014, Vol 50, Num 3, pp 43-68, issn 0045-8198, 26 p.Article

Effect of welding heat on precast steel composite hollow columnsDEOK HEE WON; WOO SUN PARK; YI, Jin-Hak et al.Structural concrete (London. 1999). 2014, Vol 15, Num 3, pp 350-360, issn 1464-4177, 11 p.Article

Strength and ductility of concrete-filled tubular piers of integral bridgesCHACON, Rolando; MIRAMBELL, Enrique; REAL, Esther et al.Engineering structures. 2013, Vol 46, pp 234-246, issn 0141-0296, 13 p.Article