Analysis of the Seismic Demand of High-Performance Buckling-Restrained Braces under a Strong Earthquake and Its Aftershocks

Table 3

Parameters of far-field seismic recording.

No.	Ground motion	Magnitude	Station	Site type	Fault distance (km)	PGA (g)	PGV (cm/s)	PGV/PGA (s)
1	Cape Mendocino	7.1	89324RDO	C, D	18.5	0.549	42.1	0.077
2	Superstition Hills	6.7	5062SSWR	C, D	27.1	0.167	18.3	0.110
3	Coalinga	6.4	36227PC	C, D	25.5	0.227	23.6	0.104
4	Northridge	6.7	90013BH	C, D	19.6	0.516	62.8	0.208
5	Landers	7.3	22074YFS	C, D	24.9	0.152	29.7	0.195
6	Kobe	6.9	SHI090	C, D	15.5	0.212	27.9	0.132
7	San Fernando	6.6	LA-HSL	C, D	21.2	0.174	14.9	0.086