## 4 Structural Analyses Results
### Comparisons of Limit States
\begin{table}
\begin{tabular}{c c c c c c c c c c} \hline \hline \multirow{2}{*}{
\begin{tabular}{c} **Earthquake** \\ **No** \\ \end{tabular} } & \multirow{2}{*}{**Country**} & \multirow{2}{*}{**Location**} & \multicolumn{2}{c}{**Number of**} & \multicolumn{2}{c}{**Suggested**} & \multicolumn{2}{c}{**Measured**} \\ \cline{4-9}  & & & **Stoerys** & **DL (m)** & **SD (m)** & **NC (m)** & **DL (m)** & **SD (m)** & **NC (m)** \\ \hline
1 & & & Tirana & 4 & 0.054 & 0.070 & 0.121 & 0.020 & 0.025 & 0.044 \\
2 & & & Durres & 4 & 0.054 & 0.070 & 0.121 & 0.022 & 0.028 & 0.048 \\
3 & & & Tirana & 4 & 0.061 & 0.079 & 0.137 & 0.033 & 0.042 & 0.072 \\
4 & & & Tirana & 4 & 0.054 & 0.070 & 0.121 & 0.072 & 0.093 & 0.161 \\
5 & & & Shkoder & 4 & 0.054 & 0.070 & 0.121 & 0.083 & 0.107 & 0.185 \\ \hline
1 & & & Banja Luka, & 4 & 0.030 & 0.040 & 0.068 & 0.052 & 0.067 & 0.117 \\
2 & & & Banja Luka & 4 & 0.030 & 0.040 & 0.068 & 0.065 & 0.083 & 0.145 \\
3 & & & Banja Luka, & 4 & 0.030 & 0.040 & 0.068 & 0.078 & 0.100 & 0.173 \\
4 & & & Montenegro & 4 & 0.033 & 0.042 & 0.072 & 0.002 & 0.002 & 0.004 \\
5 & & & Montenegro & 4 & 0.047 & 0.060 & 0.104 & 0.007 & 0.009 & 0.016 \\ \hline
1 & & & Petrinia & 4 & 0.050 & 0.065 & 0.112 & 0.007 & 0.009 & 0.016 \\
2 & & & Kraljev Vh & 4 & 0.047 & 0.060 & 0.104 & 0.011 & 0.014 & 0.024 \\
3 & & & Montenegro & 4 & 0.055 & 0.071 & 0.123 & 0.014 & 0.019 & 0.032 \\
4 & & & Montenegro & 4 & 0.050 & 0.064 & 0.111 & 0.007 & 0.009 & 0.016 \\
5 & & & Imtok & 4 & 0.050 & 0.064 & 0.111 & 0.005 & 0.007 & 0.012 \\ \hline
1 & & & Gruza & 4 & 0.036 & 0.046 & 0.080 & 0.011 & 0.014 & 0.024 \\
2 & & & Novi Pazar & 4 & 0.036 & 0.046 & 0.080 & 0.002 & 0.002 & 0.004 \\
3 & & & Kokin Brod & 4 & 0.027 & 0.035 & 0.060 & 0.002 & 0.002 & 0.004 \\
4 & & & Zapubica & 4 & 0.027 & 0.035 & 0.060 & 0.002 & 0.002 & 0.004 \\
5 & & & Novi Pazar & 4 & 0.036 & 0.046 & 0.080 & 0.002 & 0.002 & 0.004 \\ \hline
1 & & & Van & 4 & 0.072 & 0.092 & 0.160 & 0.033 & 0.042 & 0.073 \\
2 & & & Bingol & 4 & 0.114 & 0.147 & 0.254 & 0.092 & 0.118 & 0.205 \\
3 & & & Duzee & 4 & 0.106 & 0.136 & 0.236 & 0.149 & 0.191 & 0.331 \\
4 & & & Errinen & 4 & 0.078 & 0.100 & 0.174 & 0.087 & 0.112 & 0.195 \\
5 & & & Koceli & 4 & 0.125 & 0.160 & 0.277 & 0.072 & 0.092 & 0.160 \\ \hline
1 & & & Qazvin & 4 & 0.063 & 0.081 & 0.141 & 0.023 & 0.030 & 0.052 \\
2 & & & Rudsar & 4 & 0.063 & 0.081 & 0.141 & 0.016 & 0.020 & 0.035 \\
3 & & & Rudsar & 4 & 0.063 & 0.081 & 0.141 & 0.097 & 0.125 & 0.216 \\
4 & & & Tabas & 4 & 0.063 & 0.081 & 0.141 & 0.116 & 0.149 & 0.258 \\
5 & & & Bam & 4 & 0.054 & 0.070 & 0.121 & 0.175 & 0.225 & 0.390 \\ \hline \hline \end{tabular}
\end{table} 
Table 23: The characteristics of local soil types considered in this study [147]. \begin{table}
\begin{tabular}{c c c c c c c c c} \hline \hline \multirow{2}{*}{**No**} & \multirow{2}{*}{**Date**} & \multirow{2}{*}{**Location**} & \multirow{2}{*}{**Number of Storeys**} & \multicolumn{4}{c}{**IS-2800 (Suggested)**} & \multicolumn{2}{c}{**Measured**} \\ \cline{3-10}  & & & **DL (m)** & **SD (m)** & **NC (m)** & **DL (m)** & **SD (m)** & **NC (m)** \\ \hline
1 & & & 4 & 0.140 & 0.188 & 0.349 & 0.031 & 0.039 & 0.072 \\
1 & 1990 & & Qazvin & 6 & 0.238 & 0.307 & 0.536 & 0.062 & 0.079 & 0.141 \\  & & & 8 & 0.317 & 0.407 & 0.705 & 0.086 & 0.110 & 0.191 \\ \hline
2 & 1990 & & & 4 & 0.140 & 0.188 & 0.349 & 0.028 & 0.035 & 0.062 \\  & & & 6 & 0.238 & 0.307 & 0.53 Another parameter chosen in order to put the effect of different structural conditions in common was the importance class of the structure. While the IV class was selected in the previous analysis, it was considered as the II class in the new analysis. The only difference in the initial analysis is the building importance class, all other features remained the same. Selected building importance class characteristics are given in Table 25. The target displacements for selected earthquakes for each country for the II class were given in Table 26.  
In addition to all these different structural conditions, the concrete class is also considered as a variable.