# Study of Effective Length Factor of Frame-Core Wall Structure with Cross-Layer Columns
## 3 FE Model Setting
### Main Calculation Parameters
\begin{table}
\begin{tabular}{c c c c c c} \hline \multirow{2}{*}{**Models**} & \multirow{2}{*}{
\begin{tabular}{c} **Floor** \\ **Range** \\ \end{tabular} } & \multicolumn{4}{c}{**Component Type**} \\ \cline{3-6}  & & **Outer Shear** & **Inner Shear** & **Frame** & **Frame** \\  & & **Wall/mm** & **Wall/mm** & **Column/mm** & **Frame Beam/mm** \\ \hline \multirow{4}{*}{Model 1} & 22–28 & 250 (C40) & 180 (C40) & \(\square\)700 \(\times\) 20 (C40) & H650 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 15–21 & 300 (C40) & 200 (C40) & \(\square\)750 \(\times\) 20 (C40) & H700 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 8–14 & 300 (C45) & 200 (C45) & \(\square\)750 \(\times\) 22 (C45) & H700 \(\times\) 300 \(\times\) 20 \(\times\) 30 \\  & 1–7 & 350 (C50) & 250 (C50) & \(\square\)800 \(\times\) 22 (C50) & H750 \(\times\) 300 \(\times\) 20 \(\times\) 30 \\  & 1–2 Cross-layer area & 350 (C50) & 250 (C50) & \(\square\)900 \(\times\) 25 (C50) & H800 \(\times\) 350 \(\times\) 22 \(\times\) 30 \\ \hline \multirow{4}{*}{Model 2} & 22–28 & 250 (C40) & 180 (C40) & \(\square\)700 \(\times\) 20 (C40) & H650 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 15–21 & 300 (C40) & 200 (C40) & \(\square\)750 \(\times\) 20 (C40) & H700 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 8–14 & 300 (C45) & 200 (C45) & \(\square\)750 \(\times\) 22 (C45) & H700 \(\times\) 300 \(\times\) 20 \(\times\) 30 \\  & 1–7 & 350 (C50) & 250 (C50) & \(\square\)800 \(\times\) 22 (C50) & H750 \(\times\) 300 \(\times\) 20 \(\times\) 30 \\  & 1–3 Cross-layer area & 350 (C50) & 250 (C50) & \(\square\)1000 \(\times\) 28 (C50) & H900 \(\times\) 350 \(\times\) 24 \(\times\) 35 \\ \hline \multirow{4}{*}{Model 3} & 22–28 & 250 (C40) & 180 (C40) & \(\square\)700 \(\times\) 20 (C40) & H650 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 15–21 & 300 (C40) & 200 (C40) & \(\square\)750 \(\times\) 20 (C40) & H700 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 8–14 & 300 (C45) & 200 (C45) & \(\square\)750 \(\times\) 22 (C45) & H700 \(\times\) 300 \(\times\) 20 \(\times\) 30 \\  & 1–7 & 350 (C50) & 250 (C50) & \(\square\)800 \(\times\) 22 (C50) & H750 \(\times\) 300 \(\times\) 20 \(\times\) 30 \\  & 1–2 Cross-layer area & 350 (C50) & 250 (C50) & \(\square\)900 \(\times\) 25 (C50) & H800 \(\times\) 350 \(\times\) 22 \(\times\) 30 \\ \hline \multirow{4}{*}{Model 4} & 22–28 & 250 (C40) & 180 (C40) & \(\square\)700 \(\times\) 20 (C40) & H650 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 15–21 & 300 (C40) & 200 (C40) & \(\square\)750 \(\times\) 20 (C40) & H700 \(\times\) 300 \(\times\) 18 \(\times\) 25 \\  & 1–7 & 350 (C50) & 250 (C50) & \(\square\)750 \(\times\) 22 (C45) & H700 \(\times\) 300 \(\times\) 20 \(\times\) 30 \\  & 1–3 Cross-story area & 350 (C50) & 250 (C50) & \(\square\)1000 \(\times\) 28 (C50) & H900 \(\times\) 350 \(\times\) 24 \(\times\) 35 \\ \hline \end{tabular}
\end{table} 
Table 1: Calculation model component specifications. \begin{table}
\begin{tabular}{c c c c} \hline \multicolumn{2}{c}{**Shear Wall**} & \multicolumn{2}{c}{**Frame**} \\ **Seismic Rating** & **Axial Pressure Ratio** & **Seismic Rating** & **Axial Pressure Ratio** \\ \hline
2 & 0.6 & 2 & 0.8 \\ \hline \end{tabular}
\end{table} 
Table 2: Seismic rating of hybrid frame–shear wall structures.