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