## 5 Conclusions
\begin{tabular}{l c c c c c c c c c c c c c c c} \hline \hline  & & & & \multicolumn{6}{c}{**Median \(\hat{W}_{column}\)**} & \multicolumn{6}{c}{**Dispersion \(W_{column}^{64}-W_{column}^{16}\)**} \\ \cline{4-13}  & & & \multicolumn{3}{c}{**Storey**} & \multicolumn{3}{c}{**MB/HB**} & \multicolumn{3}{c}{**LB/HB**} & \multicolumn{3}{c}{**MB/HB**} & \multicolumn{3}{c}{**LB/HB**} \\ \cline{3-13}
**Type** & **Amount** & \(a\) & & **D** & **C** & **ALL** & **D** & **C** & **ALL** & **D** & **C** & **ALL** & **D** & **C** & **ALL** \\ \hline ALL & ALL & 1 & ALL & 1.27 & 1.55 & 1.41 & 4.31 & 5.38 & 4.85 & 1.25 & 1.33 & 1.29 & 3.09 & 3.96 & 3.53 \\ ALL & ALL & 0.5 & ALL & 1.42 & 1.54 & 1.48 & 3.92 & 6.21 & 5.06 & 1.28 & 1.29 & 1.29 & 3.00 & 4.02 & 3.51 \\ ALL & 1 & ALL & ALL & 1.26 & 1.26 & 1.26 & 2.57 & 2.65 & 2.61 & 1.07 & 1.10 & 1.09 & 1.51 & 1.94 & 1.72 \\ ALL & 2 & ALL & ALL & 1.26 & 1.39 & 1.33 & 3.53 & 4.45 & 3.99 & 1.20 & 1.22 & 1.21 & 2.49 & 3.04 & 2.77 \\ ALL & 3 & ALL & ALL & ALL & 1.39 & 1.84 & 1.61 & 5.85 & 9.73 & 7.79 & 1.41 & 1.48 & 1.45 & 4.84 & 6.60 & 5.72 \\ Q & ALL & ALL & ALL & ALL & 1.29 & 1.34 & 1.32 & 3.28 & 3.87 & 3.57 & 1.16 & 1.13 & 1.14 & 2.21 & 2.55 & 2.38 \\ R & ALL & ALL & ALL & ALL & 1.27 & 1.49 & 1.38 & 3.53 & 5.14 & 4.34 & 1.22 & 1.27 & 1.25 & 2.62 & 3.27 & 2.94 \\ S & ALL & ALL & ALL & 1.47 & 1.81 & 1.64 & 5.53 & 8.39 & 6.96 & 1.42 & 1.54 & 1.48 & 4.31 & 6.15 & 5.23 \\ ALL & ALL & ALL & 1 & 1.17 & 1.06 & 1.11 & 1.88 & 1.37 & 1.63 & 1.11 & 1.12 & 1.11 & 1.63 & 1.31 & 1.47 \\ ALL & ALL & ALL & ALL & 5 & 1.35 & 1.33 & 1.34 & 3.67 & 4.71 & 4.19 & 1.25 & 1.17 & 1.21 & 3.21 & 3.53 & 3.37 \\ ALL & ALL & ALL & ALL & ALL & 1.35 & 1.55 & 1.45 & 4.11 & 5.80 & 4.96 & 1.27 & 1.31 & 1.29 & 3.05 & 3.99 & 3.52 \\ \hline \hline \end{tabular}   
Table A7. Plastic strain energy dissipated by beams \(W_{beam}\); summary of ratios between median values obtained from models MB, LB and HB under Ground Motion Set ESB binned by ADS and storey. \begin{table}
\begin{tabular}{l c c c c c c c c c c c c c c c} \hline \hline  & & & & \multicolumn{6}{c}{**Median \(\hat{W}_{beam}\)**} & \multicolumn{6}{c}{**Dispersion \(W_{beam}^{64}-W_{beam}^{16}\)**} \\ \cline{4-13}  & & & & \multicolumn{3}{c}{**MB/HB**} & \multicolumn{3}{c}{**LB/HB**} & \multicolumn{3}{c}{**MB/HB**} & \multicolumn{3}{c}{**LB/HB**} \\ \cline{4-13}
**Type** & **Amount** & \(a\) & & **D** & **C** & **ALL** & **D** & **C** & **ALL** & **D** & **C** & **ALL** & **D** & **C** & **ALL** \\ \hline ALL & ALL & 1 & ALL & 1.51 & 1.64 & 1.58 & 6.66 & 10.12 & 8.39 & 1.32 & 1.39 & 1.35 & 5.04 & 6.27 & 5.65 \\ ALL & ALL & 0.5 & ALL & 1.92 & 1.95 & 1.93 & 1.80 & 18.46 & 18.25 & 1.74 & 1.64 & 1.69 & 10.87 & 9.36 & 10.12 \\ ALL & 1 & ALL & ALL & 1.29 & 1.22 & 1.25 & 3.11 & 2.43 & 2.77 & 1.19 & 1.13 & 1.16 & 1.78 & 1.57 & 1.67 \\ ALL & 2 & ALL & ALL & 1.61 & 1.68 & 1.64 & 8.93 & 9.37 & 9.15 & 1.47 & 1.47 & 1.47 & 5.11 & 4.81 & 4.96 \\ ALL & 3 & ALL & ALL & 2.08 & 2.31 & 2.19 & 2.381 & 2.96 & 26.75 & 1.78 & 1.79 & 1.78 & 1.621 & 1.63 & 16.26 \\ Q & ALL & ALL & ALL & 1.51 & 1.52 & 1.51 & 7.07 & 10.04 & 8.55 & 1.28 & 1.25 & 1.27 & 5.02 & 5.94 & 5.48 \\ R & ALL & ALL & ALL & 1.55 & 1.67 & 1.61 & 9.34 & 11.97 & 10.65 & 1.46 & 1.50 & 1.48 & 6.24 & 6.85 & 6.54 \\ S & ALL & ALL & ALL & ALL & 2.08 & 2.19 & 2.14 & 20.65 & 20.87 & 20.76 & 1.84 & 1.78 & 1.81 & 12.61 & 10.66 & 11.63 \\ ALL & ALL & ALL & ALL & 1 & 1.48 & 1.15 & 1.32 & 4.92 & 1.83 & 3.38 & 1.24 & 1.07 & 1.16 & 1.96 & 1.14 & 1.55 \\ ALL & ALL & ALL & 5 & 1.56 & 2.06 & 1.81 & 17.68 & 36.80 & 27.24 & 1.51 & 1.98 & 1.75 & 13.54 & 22.69 & 18.12 \\ ALL & ALL & ALL & ALL & 1.71 & 1.79 & 1.75 & 12.35 & 14.29 & 13.32 & 1.53 & 1.51 & 1.52 & 7.96 & 7.82 & 7.89 \\ \hline \hline \end{tabular}  
\end{table} 
Table A7. Plastic strain energy dissipated by beams \(W_{beam}\); summary of ratios between median values obtained from models MB, LB and HB under Ground Motion Set ESB binned by ADS and storey.