A New Empirical Correlation for Estimation of EBF Steel Frame Behavior Factor under Near-Fault Earthquakes Using the Genetic Algorithm

Table 3

Range of the data used.

Parameter	Number of data		Range of data		Mean data
	Training data	Test data	Training data	Test data	Training data	Test data
	6769	2257	3-20	3-20	11.7959	11.7939
	6769	2257	0.2–0.5	0.2–0.5	0.34386	0.34381
	6769	2257	0.22135–0.82729	0.22135–0.82729	0.39832	0.39835
	6769	2257	0.00362–0.06122	0.00362–0.06122	0.01540	0.01540
	6769	2257	0.952–12.845	0.952–12.845	5.06167	5.0688
	6769	2257	0.35908–11.9994	0.46211–11.9818	3.81001	3.76826
	6769	2257	1–11.979	1–16.8088	2.52357	2.52901