Advances in Materials Science and Engineering / 2015 / Article / Tab 3

Research Article

Seismic Response and Evaluation of SDOF Self-Centering Friction Damping Braces Subjected to Several Earthquake Ground Motions

Table 3

Details of Los Angeles ground motions with a probability of exceedance of 2% in 50 years.

Ground motion IDEQ recordRichter scaleDistance (km)Duration (sec)Max PGA (g)Min PGA (g)

LA211995 Kobe6.93.460 1.28
LA221995 Kobe6.93.460 0.92
LA231989 Loma Prieta73.525 0.42
LA241989 Loma Prieta73.525 0.47
LA251994 Northridge6.77.515 0.76
LA261994 Northridge6.77.515 0.77
LA271994 Northridge6.76.460 0.63
LA281994 Northridge6.76.460 1.02
LA291974 Tabas7.41.250 0.74
LA301974 Tabas7.41.250 0.76
LA31Elysian Park (simulated)7.117.530 0.90
LA32Elysian Park (simulated)7.117.530 1.19
LA33Elysian Park (simulated)7.110.730 0.78
LA34Elysian Park (simulated)7.110.730 0.67
LA35Elysian Park (simulated)7.111.230 0.89
LA36Elysian Park (simulated)7.111.230 1.10
LA37Palos Verdes (simulated)7.11.560 0.71
LA38Palos Verdes (simulated)7.11.560 0.78
LA39Palos Verdes (simulated)7.11.560 0.34
LA40Palos Verdes (simulated)7.11.560 0.38