# Axial Compression Behavior of Steel Angle-Corrugated Steel Plate-Confined Concrete Columns
## 6 Summary  
\begin{table}
\begin{tabular}{c c c c c c c c c c} \hline \hline
**Specimen** & \multicolumn{3}{c}{**GB50936-2014**} & \multicolumn{3}{c}{**Eurocode 4-2004**} & \multicolumn{3}{c}{**ACI 318-14**} & \multicolumn{3}{c}{**DBJ/T13-51-2010**} & \multicolumn{3}{c}{**AJJ-2001**} \\ \cline{2-11}
**Designation** & \(N_{\text{o-CI}}\) & \(N_{\text{o-FEM}}/N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) & \(N_{\text{o-CI}}\) \\ \hline SA-CS-1 & 3201.6 & 0.814 & 2191.7 & 1.189 & 1885.5 & 1.382 & 3197.2 & 0.815 & 1926.2 & 1.353 \\ SA-CS-2 & 4026.9 & 0.808 & 2871.9 & 1.133 & 2463.8 & 1.321 & 4005.5 & 0.812 & 2504.5 & 1.299 \\ SA-CS-3 & 4858.2 & 0.770 & 3164.7 & 1.182 & 2712.6 & 1.379 & 4413.9 & 0.777 & 2753.3 & 1.359 \\ SA-CS-4 & 5681.5 & 0.742 & 4232.5 & 0.996 & 3602.3 & 1.164 & 5622.3 & 0.750 & 3661.0 & 1.152 \\ SA-CS-5 & 2987.1 & 0.829 & 2191.7 & 1.130 & 1885.5 & 1.313 & 3020.5 & 0.820 & 1926.2 & 1.286 \\ SA-CS-6 & 3447.7 & 0.770 & 2191.7 & 1.211 & 1885.5 & 1.408 & 3383.6 & 0.785 & 1926.2 & 1.378 \\ SA-CS-7 & 3638.8 & 0.737 & 2191.7 & 1.224 & 1885.5 & 1.422 & 3521.0 & 0.762 & 1926.2 & 1.392 \\ SA-CS-8 & 3189.2 & 0.798 & 2149.9 & 1.184 & 1843.8 & 1.380 & 3160.0 & 0.805 & 1873.2 & 1.359 \\ SA-CS-9 & 3211.7 & 0.824 & 2235.7 & 1.184 & 1929.6 & 1.371 & 3226.3 & 0.818 & 1982.2 & 1.335 \\ SA-CS-10 & 3221.4 & 0.833 & 2268.2 & 1.183 & 1962.1 & 1.368 & 3265.2 & 0.822 & 2023.5 & 1.326 \\ SA-CS-11 & 2869.6 & 0.785 & 2219.6 & 1.015 & 1909.3 & 1.180 & 2809.3 & 0.802 & 1855.9 & 1.214 \\ SA-CS-12 & 3522.3 & 0.779 & 2163.9 & 1.268 & 1861.9 & 1.474 & 3588.6 & 0.765 & 1993.4 & 1.376 \\ SA-CS-13 & 3838.7 & 0.749 & 2136.3 & 1.346 & 1838.5 & 1.564 & 3983.7 & 0.722 & 2057.5 & 1.397 \\ SA-CS-14 & 3191.7 & 0.769 & 2130.6 & 1.152 & 1822.5 & 1.347 & 3184.2 & 0.771 & 1937.4 & 1.267 \\ \hline \hline \end{tabular}
\end{table}
Table 4: Comparison of ultimate bearing capacity between FE results and design codes.  
\begin{table}
\begin{tabular}{c c c c c c c c c} \hline \hline
**Specimen** & \multicolumn{3}{c}{**\(B\)/mm**} & \(\boldsymbol{t_{1}\)/mm**} & \(\boldsymbol{t_{2}\)/mm} & \(\boldsymbol{f_{\text{cu}}\)/MPa} & \(\boldsymbol{f_{y1}\)/MPa} & \(\boldsymbol{f_{y2}\)/MPa} & \(\boldsymbol{h/mm}\) & \(\boldsymbol{I_{s}}\) & \(\boldsymbol{N_{\text{u-FEM}}/kN}\) \\ \hline SA-CS-1 & 280 & 2 & 2 & 30 & 325 & 325 & 20 & 1.195 & 2606.1 \\ SA-CS-2 & 280 & 2 & 2 & 40 & 325 & 325 & 20 & 1.103 & 3253.7 \\ SA-CS-3 & 280 & 2 & 2 & 50 & 325 & 325 & 20 & 1.058 & 3740.8 \\ SA-CS-4 & 280 & 2 & 2 & 60 & 325 & 325 & 20 & 1.008 & 4215.7 \\ SA-CS-5 & 280 & 2 & 2 & 30 & 235 & 325 & 20 & 1.133 & 2476.3 \\ SA-CS-6 & 280 & 2 & 2 & 30 & 420 & 325 & 20 & 1.218 & 2654.7 \\ SA-CS-7 & 280 & 2 & 2 & 30 & 490 & 325 & 20 & 1.230 & 2681.8 \\ SA-CS-8 & 280 & 2 & 2 & 30 & 325 & 235 & 20 & 1.190 & 2545.0 \\ SA-CS-9 & 280 & 2 & 2 & 30 & 325 & 420 & 20 & 1.197 & 2646.4 \\ SA-CS-10 & 280 & 2 & 2 & 30 & 325 & 490 & 20 & 1.201 & 2683.4 \\ SA-CS-11 & 280 & 1 & 2 & 30 & 325 & 325 & 20 & 1.060 & 2252.6 \\ SA-CS-12 & 280 & 3 & 2 & 30 & 325 & 325 & 20 & 1.256 & 2743.9 \\ SA-CS-13 & 280 & 4 & 2 & 30 & 325 & 325 & 20 & 1.319 & 2875.2 \\ SA-CS-14 & 280 & 2 & 1 & 30 & 325 & 325 & 20 & 1.161 & 2454.4 \\ SA-CS-15 & 280 & 2 & 3 & 30 & 325 & 325 & 20 & 1.202 & 2699.5 \\ SA-CS-16 & 280 & 2 & 4 & 30 & 325 & 325 & 20 & 1.204 & 2761.3 \\ SA-CS-17 & 280 & 2 & 2 & 30 & 325 & 325 & 15 & 1.189 & 2448.6 \\ SA-CS-18 & 280 & 2 & 2 & 30 & 325 & 325 & 21 & 1.195 & 2605.1 \\ SA-CS-19 & 280 & 2 & 2 & 30 & 325 & 325 & 22 & 1.198 & 2623.9 \\ SA-CS-20 & 280 & 2 & 2 & 30 & 325 & 325 & 23 & 1.202 & 2641.6 \\ SA-CS-21 & 280 & 2 & 2 & 30 & 325 & 325 & 24 & 1.203 & 2657.0 \\ SA-CS-22 & 280 & 2 & 2 & 30 & 325 & 325 & 25 & 1.198 & 2672.8 \\ SA-CS-23 & 280 & 2 & 2 & 30 & 325 & 325 & 30 & 1.180 & 2688