Application of Soft Computing Paradigm to Large Deformation Analysis of Cantilever Beam under Point Load

Table 6

Computational complexity analysis of each case of deflected cantilever beam.

Cases	GNDO		SQP		GNDO-SQP		Fitness evaluations
	Mean	Std.	Mean	Std.	Mean	Std.	Mean	Std.
I	11.1057s	1.7891s	3.8720s	0.0026s	17.8550s	2.9866s	85003	9995.5
II	14.5593s	2.7746s	5.156s	0.2764s	21.1397s	3.278s	90134	10003
III	16.3445s	1.5448s	5.723s	0.2682s	23.2314s	4.4431s	91022	8948.3
IV	17.2363s	2.1532s	5.9681s	1.0352s	24.5428s	4.8774s	91539	9323.1