Analysis of Concrete-Filled Square Steel Tube Short Columns under Eccentric Loading

Table 1

Comparisons between experimental and simulational results.

Ref.	Specimen	t (mm)	(MPa)	(MPa)	(mm)	(kN)	(kN)
	HS1C40SA-0.2	5.7	514.5	43.2	10.50	1440	1397	0.97
	HS1C40SB-0.2	5.7	514.5	43.2	22.00	2085	1793	0.86
	HS1C40SB-0.2	5.7	514.5	43.2	23.25	2550	2499	0.98
	HS1C50SA-0.2	5.7	514.5	55.3	13.00	1380	1408	1.02
	HS1C50SB-0.2	5.7	514.5	55.3	19.00	2140	2012	0.94
	HS1C50SE-0.2	5.7	514.5	55.3	34.50	2470	2346	0.95
	HS1C40SA-0.4	5.7	514.5	43.2	26.50	1190	1083	0.91
[25]	HS1C40SB-0.4	5.7	514.5	43.2	38.00	1620	1669	1.03
	HS1C40SE-0.4	5.7	514.5	43.2	49.75	2150	2171	1.01
	HS1C50SA-0.4	5.7	514.5	55.3	24.50	1220	1159	0.95
	HS1C50SE-0.4	5.7	514.5	55.3	47.75	2250	2295	1.02
	HS1C40SA-0.6	5.7	514.5	43.2	35.00	1110	988	0.89
	HS1C40SB-0.6	5.7	514.5	43.2	55.50	1500	1530	1.02
	HS1C40SE-0.6	5.7	514.5	43.2	74.00	1700	1632	0.96
	HS1C50SA-0.6	5.7	514.5	55.3	55.00	1020	1081	1.06
	Mean							0.971
	Standard Deviation							0.054
	EC1-2	4	434.56	110.5	20	2129.7	1980	0.93
	EC2-2	4	434.56	110.5	35	1717.2	1528	0.89
[10]	EC3-2	4	434.56	110.5	50	1454.9	1484	1.02
	EC4-2	4	434.56	110.5	65	1244.1	1169	0.94
	EC5-2	5	433.10	110.5	50	1630.1	1597	0.98
	EC6-2	6	436.90	110.5	50	1797.2	1707	0.95
	Mean							0.951
	Standard deviation							0.041