## 5 Conclusions
\begin{table}
\begin{tabular}{c c c c c c c c c c} \hline
**Name** & **Station** & **Date** & **Fault** & **Mw** & **Epic. Dist. (km)** & **PHAX (g)** & **Prascale\({}_{\textbf{x}}\) (g)** & **Prascale\({}_{\textbf{y}}\) (g)** \\ \hline Friuli (aftershock) & Forgaria-Cornio & 15.09.1976 & thrust & 6 & 17 & 0.264 & 0.218 & 2.861 & 2.085 \\ \hline Friuli (aftershock) & Forgaria-Cornio & 15.09.1976 & thrust & 6 & 17 & 0.346 & 0.336 & 2.230 & 1.537 \\ \hline Montenegro & Bar-SkupritsaOpsine & 15.04.1979 & thrust & 6.9 & 16 & 0.375 & 0.363 & 0.909 & 0.720 \\ \hline Montenegro (aftershock) & Trout-Aerodrom & 24.05.1979 & thrust & 6.2 & 21 & 0.166 & 0.133 & 2.481 & 2.198 \\ \hline Montenegro (aftershock) & Petrovac-Hotel Oliva & 15.05.1979 & oblique & 5.8 & 24 & 0.099 & 0.089 & 1.451 & 1.211 \\ \hline Campano & Calitri & 23.11.1980 & normal & 6.9 & 16 & 0.156 & 0.176 & 0.707 & 0.768 \\ Lucano & & & & & & & & & \\ \hline Kalamata & Kalamata-Prefecture & 13.09.1986 & normal & 5.9 & 10 & 0.215 & 0.297 & 0.819 & 0.982 \\ \hline Kylini & Zakaythos-OTE Building & 16.10.1988 & strike slip & 5.9 & 14 & 0.151 & 0.146 & 0.685 & 1.367 \\ \hline Erzincan & Erzincan-Meteorologi & 13.03.1992 & strike slip & 6.6 & 13 & 0.389 & 0.513 & 0.765 & 1.164 \\ \hline Thiborea & Aigio-OTE Building & 18.11.1992 & normal & 5.9 & 25 & 0.038 & 0.028 & 0.807 & 1.932 \\ \hline Umbria Marche & Gubbio-Piana & 26.09.1997 & normal & 6 & 38 & 0.091 & 0.097 & 0.838 & 0.760 \\ \hline Potenza & Brienza & 05.05.1990 & strike slip & 5.8 & 28 & 0.096 & 0.080 & 2.208 & 1.534 \\ \hline AnolLosla & Athens 2 (Chandandri District) & _07.09.1999_ & normal & 6 & 20 & 0.110 & 0.161 & 2.121 & 2.411 \\ \hline Griva & Edess-Prefecture & 21.12.1990 & normal & 6.1 & 36 & 0.101 & 0.096 & 0.899 & 1.100 \\ \hline South Aegom & Heriskio-Tochenkel University & 23.05.1994 & oblique & 6.1 & 45 & 0.061 & 0.041 & 1.212 & 0.814 \\ \hline Strodades & Zakaythos-OTE Building & 18.11.1997 & oblique & 6.6 & 38 & 0.131 & 0.116 & 1.152 & 1.542 \\ \hline Kozani & Kastori-OTE Building & 13.05.1995 & normal & 6.5 & 50 & 0.019 & 0.020 & 1.024 & 1.272 \\ \hline Aigion & Patta-San Dimitrios Church & 15.06.1995 & normal & 6.5 & 43 & 0.084 & 0.093 & 0.713 & 0.976 \\ \hline Duzee 1 & LEDO Station No C1058 BV & 12.11.1999 & oblique & 7.2 & 11 & 0.111 & 0.073 & 1.257 & 1.044 \\ \hline Fturazabad & Firozabad & 20.06.1994 & strike slip & 5.9 & 22 & 0.250 & 0.278 & 3.366 & 3.481 \\ \hline \end{tabular} \({}^{\Box}\) Pseudo factors  
\end{table} 
Table 1: Selection of accelerograms for Ground Motion Set ESB
\begin{table}
\begin{tabular}{c c c c c c c c c} \hline \hline  & **Vs30** & **PHA** & **PHV** & **PHD** & \ \begin{tabular}{c} **Epicentral** \\ **Distance** \\ \end{tabular}  & **Mw** & **Arias Intensity \(I_{a}\)** & \begin{tabular}{c} **Significant** \\ **Duration D\({}_{5-98\%}\)** \\ \end{tabular}  \\ \cline{2-9}  & **m/s** & **g** & **mm/s** & **mm** & **km** & & **m/s** & **s** \\ \hline min & 365.0 & 0.019 & 11.5 & 3.4 & 10.0 & 5.80 & 0.01 & 2.77  
Figure A7. Energy dissipated by damping system \(W_{damp}\) for frame 05D with Added Damping System Type S at levels D (\(S_{a1,D}\)) and C (\(S_{a1,C}\)); absolute values for RB, HB, MB, LB models.