Research Article
Computational Intelligence-Based Structural Health Monitoring of Corroded and Eccentrically Loaded Reinforced Concrete Columns
Table 2
Statistical properties of the selected dataset.
| Parameter type | Description | Symbol | Unit | Min | Max | Avg | Std | Input type |
| Concrete | Breadth | b | mm | 100.00 | 250.00 | 209.20 | 40.65 | Input | Width | h | mm | 100.00 | 350.00 | 201.75 | 55.26 | Input | Eccentricity | e | mm | 0.00 | 157.00 | 72.34 | 37.93 | Input | Compressive strength of concrete | fck | MPa | 17.70 | 63.50 | 38.09 | 13.43 | Input | Cover | c | mm | 15.00 | 54.00 | 35.00 | 10.85 | Input |
| Steel | Yield strength of steel in tension | fyt | MPa | 354.44 | 550.00 | 462.24 | 76.71 | Input | Diameter of the main bar | dm | mm | 9.20 | 20.00 | 16.88 | 3.58 | Input | Diameter of the stirrup bar | ds | mm | 6.00 | 16.00 | 9.12 | 3.32 | Input | % of reinforcement | ρ | — | 1.00 | 3.88 | 2.32 | 0.78 | Input | % weight loss of the main bar | ŋ | — | 0.00 | 20.00 | 5.53 | 4.90 | Input | Stirrup spacing | | mm | 50.00 | 100.00 | 135.14 | 41.48 | Input |
| — | Compressive load | Pu | MPa | 42.02 | 3530.00 | 773.54 | 683.11 | Output |
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