4[3]Chaallal O,Shahawy M.Performance of fiber-reinforced polymerwrapped reinforced concrete column under combined axial-flexural loading.ACI Structure Journal,2000;97 (4):659-668
5[4]Fam A Z,Rizkalla S H.Confinement model for axially loaded concrete confined by circular FRP tubes.ACI Structure Journal,2001 ;98 (4):451-461
6[5]Wang Y C,Restrepo J I.Investigation of concentrically loaded reinforced columns confined with Glass Fiber-Reinforced Polymer Jackets.ACI Structure Journal,2001 ;98(3):377-385
7[6]Xiao Y,Wu H.Composite behavior of concrete confined by carbon fiber composite jackets.Journal of Material in Civil Engineering.2000; 112 (2):139-146
8[9]Wang Q L,Guan C W,Zhao Y H.Theoretical analysis about concentrically compressed concrete filled hollow CFRP-steel stub columns with circular cross-section.Eds Choi Changkoon,Lee Hwanwoo,Kwak Hyogyong.Proceeding of the 2nd International Conference on Steel and Composite Structures.Seoul:Korea,Techno-Press,2004:684-695
9[10]Wang Q L,Wang G Y,Han F.Experimental study on concentrically compressed stub columns reinforced by concrete filled CFRP-steel tube.Eds Shen Z Y,Li G Q,Chen S L.Proceeding of the 4th International Conference on Advances in Steel Structures,England:Elsevier Science LTD,2005:671-676
10[11]Wang Q L,Xu J,Ning Y F.Theoretical analysis about concentrically compressed stub columns reinforced by concrete filled CFRP-steel tube.Eds Shen Z Y,Li G Q,Chen S L,Proceeding of the 4th International Conference on Advances in Steel Structures.England:Elsevier Science LTD,2005:677-682