Collapse Behaviour of a Concrete-Filled Steel Tubular Column Steel Beam Frame under Impact Loading

Table 1

Detail information of the testing specimens.

Specimen label	Boundary condition	D(B) × ts × L (mm × mm × mm)	V (m/s)	M (kg)	Preloading (kN)	Reference
MSH	Pinned-pinned	□100 × 2 × 2500	3.57	592	288	[22]
Pd1	Fixed-sliding	○100 × 2 × 1000	7.006	25.45	0	[23]
Pd2	Fixed-sliding	○100 × 2 × 1000	6.998	25.45	88
Pd3	Fixed-sliding	○100 × 2 × 1000	6.995	25.45	163
Pd4	Fixed-sliding	○100 × 2 × 1000	7.012	25.45	196
Pd6	Fixed-sliding	○100 × 2 × 1000	7.006	25.45	228
HCC	Fixed-fixed	○180 × 3.65 × 1940	7.73	465	0	[24]
CC1	Fixed-fixed	○180 × 3.65 × 1940	9.21	465	0
CC2	Fixed-fixed	○180 × 3.65 × 1940	6.4	920	0
CC3	Fixed-fixed	○180 × 3.65 × 1940	9.67	465	0
HSS	Pinned-pinned	○180 × 3.65 × 2800	4.25	465	0
SS1	Pinned-pinned	○180 × 3.65 × 2800	8.05	465	0
SS2	Pinned-pinned	○180 × 3.65 × 2800	5.69	920	0
SS3	Pinned-pinned	○180 × 3.65 × 2800	8.93	465	0

The specimens with asterisk in label are hollow steel tubes.