Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces

Table 4

Sections of the steel components.

Component type	Component symbols	Cross-section	Net length (mm)
Columns	CZ-1	□	3500
	KZ-1	□	3500
	HZ-1		3500
Main beams	GL01	□	650
	GL02	□	450
	GL03	□	850
	GL04	□	820
	GL05	□	850
Secondary beams	GCL01		850
	GCL02		450
	GCL03		190
Coupling beams	XL01	See Figure 4.	265
	XL02	See Figure 5.	240