Numerical Investigation of Carbon Fiber Reinforced Polymer Confined Concrete-Filled Steel Tube Columns under Eccentric Load

Table 9

Laterial deformation versus axial response under common eccentricity.

	C0S0		C0S1		C3S1
	(mm)	P (kN)	(mm)	P (kN)	(mm)	P (kN)
Rectangular	1.14	2567.63	2.44	3210.28	2.69	3440.81
%			114.43	25.03	136.05	34.01
Circular	0.21	2535.97	0.31	3183.79	0.34	3529.76
%			45.30	25.55	57.29	39.19