Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load

Table 2

: The specific parameters of 15 specimens.

Specimens	L (mm)	e (mm)	fcuk (MPa)	fy (Mpa)	(kN)	(kN)
The tests conducted by Li et al. [24]	GZ-1	866	25.0	45.3	314	1411	1416.8	0.41
	GZ-2	866	50.0	63.9	314	1236	1216.3	1.59
	GZ-3	1300	25.0	63.9	314	1365	1381.1	1.18
	GZ-4	1300	50.0	84.7	314	1150	1198.2	4.19
The tests conducted by Du et al. [25-28]	SC40-150-0.2	1180	13.0	43.2	488.4	2470	2576.11	4.30
	SC40-180-0.2	1180	18.5	43.2	488.4	2660	2520.53	5.24
	SC40-200-0.2	1180	20.0	43.2	488.4	2595	2445.86	5.75
	SC50-150-0.2	1180	15.0	55.3	488.4	2450	2664.10	8.74
	SC50-180-0.2	1180	18.0	55.3	488.4	2530	2684.80	6.12
	SC50-200-0.2	1180	19.0	55.3	488.4	2625	2608.31	0.64
	SC40-150-0.4	1180	31.5	43.2	488.4	2042	2032.09	0.49
	SC40-180-0.4	1180	37.0	43.2	488.4	2150	2074.93	3.49
	SC50-150-0.4	1180	32.5	55.3	488.4	2020	2127.70	5.33
	SC50-180-0.4	1180	41.0	55.3	488.4	2150	2104.70	2.11
	SC50-200-0.4	1180	41.5	55.3	488.4	2100	2091.91	0.39