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

Table 5

The final proposed correlation and its constants.

Constant
	0.561349689
	1.3968
	0.378876627
	−0.566266172
	0.145324743
	−0.447411206
	−0.130890499