# Seismic Response Mitigation of Base-Isolated Buildings
## 5 Numerical Study
\begin{table}
\begin{tabular}{c c c c c c c c c c} \hline
**SAC** & **Record** & **Year** & **Earthquake** & **Distance** & **Scale** & **Number of** & **Duration** & **PGA** \\
**Name** & **Record** & **Year** & **Magnitude** & **(km)** & **Factor** & **points** & **\(\Delta\)f (s)** & **(s)** & **(g)** \\ \hline LA01 & Imperial Valley & 1940 & 6.9 & 10 & 2.01 & 2674 & 0.02 & 53.46 & 0.46 \\ LA02 & Imperial Valley & 1940 & 6.9 & 10 & 2.01 & 2674 & 0.02 & 53.46 & 0.68 \\ LA03 & Imperial Valley & 1979 & 6.5 & 4.1 & 1.01 & 3939 & 0.01 & 39.38 & 0.39 \\ LA04 & Imperial Valley & 1979 & 6.5 & 4.1 & 1.01 & 3939 & 0.01 & 39.38 & 0.49 \\ LA05 & Imperial Valley & 1979 & 6.5 & 1.2 & 0.84 & 3909 & 0.01 & 39.08 & 0.3 \\ LA06 & Imperial Valley & 1979 & 6.5 & 1.2 & 0.84 & 3909 & 0.01 & 39.08 & 0.23 \\ LA07 & Landers & 1992 & 7.3 & 36 & 3.2 & 4000 & 0.02 & 79.98 & 0.42 \\ LA08 & Landers & 1992 & 7.3 & 36 & 3.2 & 4000 & 0.02 & 79.98 & 0.42 \\ LA09 & Landers & 1992 & 7.3 & 25 & 2.17 & 4000 & 0.02 & 79.98 & 0.52 \\ LA10 & Landers & 1992 & 7.3 & 25 & 2.17 & 4000 & 0.02 & 79.98 & 0.36 \\ LA11 & Loma Prieta & 1989 & 7 & 12 & 1.79 & 2000 & 0.02 & 39.98 & 0.67 \\ LA12 & Loma Prieta & 1989 & 7 & 12 & 1.79 & 2000 & 0.02 & 39.98 & 0.97 \\ LA13 & Northridge & 1994 & 6.7 & 6.7 & 1.03 & 3000 & 0.02 & 59.98 & 0.68 \\ LA14 & Northridge & 1994 & 6.7 & 6.7 & 1.03 & 3000 & 0.02 & 59.98 & 0.66 \\ LA15 & Northridge & 1994 & 6.7 & 7.5 & 0.79 & 2990 & 0.005 & 14.945 & 0.53 \\ LA16 & Northridge & 1994 & 6.7 & 7.5 & 0.79 & 2990 & 0.005 & 14.945 & 0.58 \\ LA17 & Northridge & 1994 & 6.7 & 6.4 & 0.99 & 3000 & 0.02 & 59.98 & 0.57 \\ LA18 & Northridge & 1994 & 6.7 & 6.4 & 0.99 & 3000 & 0.02 & 59.98 & 0.82 \\ LA19 & North Palm Springs & 1986 & 6 & 6.7 & 2.97 & 3000 & 0.02 & 59.98 & 1.02 \\ LA20 & North Palm Springs & 1986 & 6 & 6.7 & 2.97 & 3000 & 0.02 & 59.98 & 0.99 \\ \hline \end{tabular}
\end{table} 
Table 1: List of the design-based earthquakes (DBE)-level earthquake ground motions used in the study and the event details. \begin{table}
\begin{tabular}{c c c c c c c c c} \hline
**ZSAC** & **Record** & **Year** & **Earthquake** & **Distance** & **Scale** & **Number of** & **\(\Delta\)f (s)** & **Duration** & **PGA** \\
**Name** & **Record** & **Year** & **Magnitude** & **(km)** & **Factor** & **Points** & **\(\Delta\)f (s)** & **(s)** & **(g)** \\ \hline LA21 & Kobe & 1995 & 6.9 & 3.4 & 1.15 & 3000 & 0.02 & 59.98 & 1.28 \\ LA22 & Kobe & 1995 & 6.9 & 3.4 & 1.15 & 3000 & 0.02 & 59.98 & 0.92 \\ LA23 & Loma Prieta & 1989 & 7 & 3.5 & 0.82 & 2500 & 0.01 & 24.99 & 0.42 \\ LA24 & Loma Prieta & 1989 & 7 & 3.5 & 0.82 & 2500 & 0.01 & 24.99 & 0.47 \\ LA25 & Northridge & 1994 & 6.7 & 7.5 & 1.29 & 2990 & 0.005 & 14.945 & 0.87 \\ LA26 & Northridge & 1994 & 6.7 & 7.5 & 1.29 & 2990 & 0.005 & 14.945 & 0.94 \\ LA27 & Northridge & 1994 & 6.7 & 6.4 & 1.61 & 3000 & 0.02 & 59.98 & 0.93 \\ LA28 & Northridge & 1994 & 6.7 & 6.4 & 1.61 & 3000 & 0.02 & 59.98 & 1.33 \\ LA29 & Tabas, & 1974 & 7.4 & 1.2 & 1.08 & 2500 & 0.02 & 49.98 & 0.81 \\ LA30 & Tabas, & 1974 & 7.4 & 1.2 & 1.08 & 2500 & 0.02 & 49.98 & 0.99 \\ LA31 & Elysian Park (simulated) & 7.1 & 17.5 & 1.43 & 3000 & 0.01 & 29.99 & 1.3 \\ LA32 & Elysian Park (simulated) & 7.1 & 17.5 & 1.43 & 3000 & 0.01 & 29.99 & 1.19 \\ LA33 & Elysian Park (simulated) & 7.1 & 10.7 & 0.97 & 3000 & 0.01 & 29.99 & 0.78 \\ LA34 & Elysian Park (simulated) & 7.1 & 10.7 & 0.97 & 3000 & 0.01 & 29.99 & 0.68 \\ LA35 & Elysian Park (simulated) & 7.1 & 11.2 & 1.1 & 3000 & 0.01 & 29.99 & 0.99 \\ LA36 & Elysian Park (simulated) & 7.1 & 11.2 & 1.1 & 3000 & 0.01 & 29.99 & 1.1 \\ LA37 & Palos verdes (simulated) & 7.1 & 1.5 & 0.9 & 3000 & 0.02 & 59.98 & 0.71 \\ LA38 & Palos verdes (simulated) & 7.1 & 1.5 & 0.8 & 3000 & 0.02 & 59.98 & 0.78 \\ LA39 & Palos verdes (simulated) & 7.1 & 1.5 & 0.88 & 3000 & 0.02 & 59.98 & 0.5 \\ LA40 & Palos verdes (simulated) & 7.1 & 1.5 & 0.88 & 3000 & 0.02 & 59.98 & 0.63 \\ \hline \end{tabular}
\end{table} 
Table 2: List of the maximum considered earthquakes (MCE)-level earthquake ground motions used in the study and the event details.