# Prediction of Compressive Strength Loss of Normal Concrete after Exposure to High Temperature
## 5 Conclusions
\begin{table}
\begin{tabular}{c c c c c c c c} \hline \hline \multirow{2}{*}{**REF.**} & \multicolumn{6}{c}{**Input Parameters**} & \multicolumn{3}{c}{**Output Parameters**} \\ \cline{2-7}  & **W/B** & **T (\%C)** & **V (\%C/min)** & **MD (h)** & **C** & **RD (day)** & **P (\%)** \\ \hline \multirow{10}{*}{[12]} & 0.42 & 900 & 11.25 & 1.67 & 1 & 90 & \(-\)27.11 \\  & 0.42 & 300 & 30 & 2.33 & 1 & 90 & \(2.17\) \\  & 0.42 & 500 & 25 & 2.33 & 1 & 90 & \(-\)5.90 \\  & 0.42 & 700 & 17.5 & 2.33 & 1 & 90 & \(-\)50.55 \\  & 0.42 & 900 & 11.25 & 2.33 & 1 & 90 & \(-\)70.10 \\  & 0.42 & 300 & 30 & 3 & 1 & 90 & \(4.57\) \\  & 0.42 & 500 & 25 & 3 & 1 & 90 & \(-\)4.57 \\  & 0.42 & 700 & 17.5 & 3 & 1 & 90 & \(-\)58.82 \\  & 0.42 & 900 & 11.25 & 3 & 1 & 90 & \(-\)73.57 \\ \hline \multirow{10}{*}{[13]} & 0.42 & 300 & 30 & 1 & 0 & 90 & \(-\)2.33 \\  & 0.42 & 500 & 25 & 1 & 0 & 90 & \(-\)10.62 \\  & 0.42 & 700 & 17.5 & 1 & 0 & 90 & \(-\)15.43 \\  & 0.42 & 900 & 11.25 & 1 & 0 & 90 & \(-\)21.31 \\  & 0.42 & 300 & 30 & 1.67 & 0 & 90 & \(-\)5.22 \\  & 0.42 & 500 & 25 & 1.67 & 0 & 90 & \(-\)1.21 \\  & 0.42 & 700 & 17.5 & 1.67 & 0 & 90 & \(-\)13.78 \\  & 0.42 & 900 & 11.25 & 1.67 & 0 & 90 & \(-\)47.30 \\  & 0.42 & 300 & 30 & 2.33 & 0 & 90 & \(-\)1.42 \\  & 0.42 & 500 & 25 & 2.33 & 0 & 90 & \(-\)17.73 \\  & 0.42 & 700 & 17.5 & 2.33 & 0 & 90 & \(-\)48.21 \\  & 0.42 & 900 & 11.25 & 2.33 & 0 & 90 & \(-\)58.64 \\  & 0.42 & 300 & 30 & 3 & 0 & 90 & \(2.91\) \\  & 0.42 & 500 & 25 & 3 & 0 & 90 & \(-\)9.12 \\  & 0.42 & 700 & 17.5 & 3 & 0 & 90 & \(-\)63.13 \\  & 0.42 & 900 & 11.25 & 3 & 0 & 90 & \(-\)72.22 \\ \hline \multirow{10}{*}{[14]} & 0.52 & 200 & 6.67 & 2 & 1 & 2 & \(-\)14.58 \\  & 0.52 & 200 & 6.67 & 6 & 1 & 2 & \(-\)17.17 \\  & 0.52 & 200 & 6.67 & 24 & 1 & 2 & \(-\)24.02 \\  & 0.52 & 200 & 6.67 & 48 & 1 & 2 & \(-\)26.80 \\  & 0.52 & 400 & 13.33 & 2 & 1 & 2 & \(-\)45.23 \\  & 0.52 & 400 & 13.33 & 6 & 1 & 2 & \(-\)52.54 \\  & 0.52 & 400 & 13.33 & 24 & 1 & 2 & \(-\)57.13 \\  & 0.52 & 400 & 13.33 & 48 & 1 & 2 & \(-\)60.30 \\  & 0.52 & 600 & 20 & 2 & 1 & 2 & \(-\)85.16 \\  & 0.52 & 600 & 20 & 6 & 1 & 2 & \(-\)88.72 \\  & 0.52 & 600 & 20 & 24 & 1 & 2 & \(-\)89.46 \\  & 0.52 & 600 & 20 & 48 & 1 & 2 & \(-\)90.56 \\  & 0.52 & 800 & 26.67 & 2 & 1 & 2 & \(-\)92.43 \\  & 0.52 & 800 & 26.67 & 6 & 1 & 2 & \(-\)92.79 \\  & 0.52 & 800 & 26.67 & 24 & 1 & 2 & \(-\)93.18 \\  & 0.52 & 800 & 26.67 & 48 & 1 & 2 & \(-\)93.95 \\ \hline \multirow{10}{*}{[15]} & 0.58 & 150 & 150 & 3 & 1 & 27 & \(-\)3.25 \\  & 0.58 & 150 & 150 & 3 & 1 & 25 & \(3.25\) \\  & 0.58 & 150 & 150 & 3 & 1 & 21 & \(-\)15.52 \\  & 0.58 & 150 & 150 & 3 & 1 & 14 & \(-\)17.33 \\  & 0.58 & 150 & 150 & 3 & 1 & 0 & \(-\)22.74 \\  & 0.58 & 300 & 300 & 3 & 1 & 27 & \(-\)13.36 \\  & 0.58 & 150 & 150 & 3 & 1 & 25 & \(-\)8.30 \\  & 0.58 & 300 & 300 & 3 & 1 & 21 & \(-\)20.58 \\  & 0.58 & 300 & 300 & 3 & 1 & 14 & \(-\)16.35 \\  & 0.58 & 300 & 300 & 3 & 1 & 0 & \(-\)29.96 \\  & 0.58 & 400 & 200 & 3 & 1 & 27 & \(-\)19.49 \\  & 0.58 & 400 & 200 & 3 & 1 & 25 & \(-\)9.75 \\  & 0.58 & 400 & 200 & 3 & 1 & 21 & \(-\)13.00 \\  & 0.58 & 400 & 200 & 3 & 1 & 14 & \(-\)22.02 \\ \hline \hline \end{tabular}
\end{table} 
Table 1: _Cont._  
\begin{table}
\begin{tabular}{c c c c c c c c} \hline \hline \multirow{2}{*}{**REF. **} & \multicolumn{6}{c}{**Input Parameters**} & \multicolumn{3}{c}{**Output Parameters**} \\ \cline{2-7}  & **W/B** & **T (\({}^{\circ}\)C)** & **V (\({}^{\circ}\)C/min)** & **MD (h)** & **C** & **RD (day)** & **P (\%)** \\ \hline \multirow{9}{*}{[17]} & 0.49 & 200 & 2.5 & 8 & 1 & 0 & 41.30 \\  & 0.49 & 400 & 2.5 & 8 & 1 & 0 & 7.60 \\  & 0.49 & 600 & 2.5 & 8 & 1  
\begin{table}
\begin{tabular}{c c c c c c c} \hline \hline \multirow{2}{*}{**REF. **} & \multicolumn{5}{c}{**Input Parameters**} & \multicolumn{2}{c}{**Output Parameters**} \\ \cline{2-7}  & **W/B** & **T (\({}^{\circ}\)C)** & **V (\({}^{\circ}\)C/min)** & **MD (h)** & **C** & **RD (day)** & **P (\%)** \\ \hline \multirow{4}{*}{[27]} & 0.49 & 450 & 10 & 2 & 0 & 7 & \(-\)21.94 \\  & 0.49 & 250 & 10 & 2 & 0 & 7 & \(-\)17.92 \\  & 0.