Table 9 Comparison of RCS experimental results with testing results obtained from WCA, GA, ANNs, FL, and MLR.
From: Compressive strength of nano concrete materials under elevated temperatures using machine learning
Experimental | WCA model | GA model | ANN model | FL model | MLR |
|---|---|---|---|---|---|
44.52 | 45.45684642 | 49.89121857 | 48.7609 | 46.76776142 | 61.0984023 |
43.88 | 45.64917466 | 51.68627205 | 48.13274 | 42.21285344 | 61.32012848 |
100.66 | 100.3722816 | 101.3607453 | 99.83722 | 99.34423115 | 107.1504823 |
101.08 | 101.7075795 | 100.0684575 | 99.77541 | 100.5288451 | 108.1795245 |
99.55 | 102.5661033 | 98.93487858 | 99.83548 | 101.3355933 | 109.2085667 |
98.24 | 96.60798315 | 97.82515863 | 95.25168 | 94.95114601 | 91.99498557 |
99.14 | 97.94328096 | 97.0429999 | 96.34517 | 98.01022266 | 93.0240278 |
97.09 | 98.80180485 | 96.35689995 | 96.52239 | 100.7782687 | 94.05307004 |
92.95 | 90.70750302 | 92.28318079 | 90.90213 | 91.28149688 | 84.41723722 |
94.60 | 92.04280083 | 92.3006416 | 93.00095 | 95.18246557 | 85.44627945 |
92.39 | 92.90132472 | 92.315958 | 93.29792 | 98.81265425 | 86.47532169 |
87.22 | 80.65012888 | 82.83687415 | 82.46899 | 85.65319544 | 76.83948887 |
88.77 | 81.98542669 | 84.21728723 | 86.0553 | 90.29705124 | 77.86853111 |
86.57 | 82.84395058 | 85.42816851 | 87.05195 | 94.66116755 | 78.89757334 |
68.06 | 65.32735552 | 68.44508423 | 65.6798 | 67.561244 | 69.26174053 |
69.98 | 66.66265333 | 71.90200443 | 71.0201 | 72.72106183 | 70.29078276 |
66.44 | 67.52117722 | 74.93437203 | 73.46216 | 77.42943283 | 71.31982499 |
47.57 | 43.63067811 | 48.06665691 | 45.67994 | 49.6070568 | 61.68399218 |
