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 ID | EQ record | Richter scale | Distance (km) | Duration (sec) | Max PGA (g) | Min PGA (g) |
| | LA21 | 1995 Kobe | 6.9 | 3.4 | 60 | 1.28 | | | LA22 | 1995 Kobe | 6.9 | 3.4 | 60 | 0.92 | | | LA23 | 1989 Loma Prieta | 7 | 3.5 | 25 | 0.42 | | | LA24 | 1989 Loma Prieta | 7 | 3.5 | 25 | 0.47 | | | LA25 | 1994 Northridge | 6.7 | 7.5 | 15 | 0.76 | | | LA26 | 1994 Northridge | 6.7 | 7.5 | 15 | 0.77 | | | LA27 | 1994 Northridge | 6.7 | 6.4 | 60 | 0.63 | | | LA28 | 1994 Northridge | 6.7 | 6.4 | 60 | 1.02 | | | LA29 | 1974 Tabas | 7.4 | 1.2 | 50 | 0.74 | | | LA30 | 1974 Tabas | 7.4 | 1.2 | 50 | 0.76 | | | LA31 | Elysian Park (simulated) | 7.1 | 17.5 | 30 | 0.90 | | | LA32 | Elysian Park (simulated) | 7.1 | 17.5 | 30 | 1.19 | | | LA33 | Elysian Park (simulated) | 7.1 | 10.7 | 30 | 0.78 | | | LA34 | Elysian Park (simulated) | 7.1 | 10.7 | 30 | 0.67 | | | LA35 | Elysian Park (simulated) | 7.1 | 11.2 | 30 | 0.89 | | | LA36 | Elysian Park (simulated) | 7.1 | 11.2 | 30 | 1.10 | | | LA37 | Palos Verdes (simulated) | 7.1 | 1.5 | 60 | 0.71 | | | LA38 | Palos Verdes (simulated) | 7.1 | 1.5 | 60 | 0.78 | | | LA39 | Palos Verdes (simulated) | 7.1 | 1.5 | 60 | 0.34 | | | LA40 | Palos Verdes (simulated) | 7.1 | 1.5 | 60 | 0.38 | |
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