Analysis of Beam-Column Designs by Varying Axial Load with Internal Forces and Bending Rigidity Using a New Soft Computing Technique

Table 6

Setting of parameters for LeNN and NM algorithm.

Algorithm	Parameters	Settings	Parameters	Settings
LeNN	Limits	[−1, 1]	Max. iterations	6,000
	Candidate selection	Uniform	Search agents	40
Nelder–Mead algorithm	Initial weights	Global best from LeNN	Max evaluation	100,000
	X-tolerance TolX	1.0E−100	Max. iterations	2,000
	Scaling	Objective and constraints	‘TolFun’	1.00E−100