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

Table 7

Percentage increase load-carrying od C10S1 column.

Electricity (mm)	Height (mm)
	720	1000	2000	3000
0	30.15	34.49	33.04	32.93
50	58.10	77.69	74.39	52.26
80	83.31	78.57	78.25	64.65
120	77.02	76.09	74.69	66.05
300	51.28	52.70	52.30	55.28