High-Performance Steel Bars and Fibers as Concrete Reinforcement for Seismic-Resistant Frames

Table 6

Ground motions considered.

Station^a	Earthquake	Magnitude	Epicentral distance; km	Site class^b	PGA^c; g	PGV^d; cm/s
Berkeley, NS (Station 58471) Lawrence Berkeley Lab, Calif., USA	Loma Prieta 10-17-1989	7.1	99.0	C	0.117	22.0
Beverly Hills, NS (Station 00013) 14145 Mulholland Dr., Calif., USA	Northridge 01-17-1994	6.1	12.7	D	0.443	59.3
El Centro, NS (Station 117) Imperial Valley Irrigation District, Calif., USA	Imperial Valley 05-18-1940	6.9	16.9	D	0.348	33.2
El Centro, NS (Station 01335) Imperial Co. Center Grounds, Calif., USA	Superstition Hills 11-24-1987	6.6	36.0	D	0.341	46.6
Lake Hughes, N21E (Station 125, File 1) Fire Station #78, Calif., USA	San Fernando 02-09-1971	7.5	31.3	C	0.148	18.5
Lancaster, NS (Station 24475) Fox Airfield Grounds, Calif., USA	Northridge 01-17-1994	6.1	66.0	D	0.064	5.44
Los Angeles, NS (Station 24303) Hollywood Storage Building Grounds, Calif., USA	Northridge 01-17-1994	6.1	23.0	D	0.231	18.2
Richmond, S10E (Station 58505) City Hall Parking Lot, Calif., USA	Loma Prieta 10-17-1989	7.1	108.0	D	0.106	14.7
Santa Barbara, S48E (Station 283) Courthouse, Calif., USA	Kern County 07-21-1952	7.5	87.8	C	0.131	19.3
Wrightwood, NS (Station 23590) Jackson Flat, Calif., USA	Northridge 01-17-1994	6.1	76.0	C	0.056	5.06

^aCenter for Engineering Strong Motion Data, CESMD [24]. Sensors are part of the California Strong Motion Instrumentation Program, CSMIP.
^bBased on the classifications of sites in ASCE/SEI 7-10 [20].
^cPGA: Peak ground acceleration.
^dPGV: Peak ground velocity.