On the European Norms of Design of Buckling Restrained Braced Frames

Table 2: Design parameters and dominant periods (T₁) of the BRBF structural archetypes.

PG	ID	Stories	Bay Geometry	Floor Plan	Seismicity
PG	ID	Stories	Bay Geometry	Floor Plan	Location	PGA	Soil Type	T₁ [s]
PG - 1	11	2	4.0 m x 6.00 m	4 x 4 grid	HUN	0.15	D	0.81
	12	3	3.5 m x 5.25 m					0.96
	13	3	4.0 m x 6.00 m					1.04
PG - 2	14	4	4.0 m x 6.00 m					1.24
	15	5	4.0 m x 6.00 m					1.44
	16	6	4.0 m x 6.00 m					1.63
PG - 3	21	2	4.0 m x 6.00 m		ALB	0.4		0.53
	22	3	3.5 m x 5.25 m					0.60
	23	3	4.0 m x 6.00 m					0.65
PG - 4	24	4	4.0 m x 6.00 m					0.73
	25	5	4.0 m x 6.00 m					0.90
	26	6	4.0 m x 6.00 m					1.00
PG - 5	31	2	4.0 m x 6.00 m	6 x 6 grid	HUN	0.15		0.81
	32	3	3.5 m x 5.25 m					0.95
	33	3	4.0 m x 6.00 m					1.05
PG - 6	34	4	4.0 m x 6.00 m					1.26
	35	5	4.0 m x 6.00 m					1.46
	36	6	4.0 m x 6.00 m					1.65
PG - 7	41	2	4.0 m x 6.00 m		ALB	0.4		0.55
	42	3	3.5 m x 5.25 m					0.62
	43	3	4.0 m x 6.00 m					0.66
PG - 8	44	4	4.0 m x 6.00 m					0.73
	45	5	4.0 m x 6.00 m					0.90
	46	6	4.0 m x 6.00 m					1.03