Numerical-Computational Model for Nonlinear Analysis of Frames with Semirigid Connection

Table 2

Simple frame numerical results.

Solution method (semirigid)	LS	ktotal	kav	t(s)
PP	27	31	1.1481	0.230833
NR	37	78	2.1081	0.291829
MNR	37	91	2.4595	0.262597
Solution method (perfectly rigid)	LS	ktotal	kav	t(s)
PP	27	31	1.1481	0.256468
NR	37	77	2.0811	0.316001
MNR	37	86	2.3243	0.274396