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

Table 3

Lee’s frame numerical results.

Solution method (semirigid Sr = EI/L0)	LS	ktotal	kav	t(s)
PP	94	190	2.0213	0.671181
NR	114	340	2.9825	0.781428
MNR	126	498	3.9524	0.684719
Solution method (ideally pinned)	LS	ktotal	kav	t(s)
PP	96	195	2.0313	0.685775
NR	117	350	2.9915	0.804167
MNR	133	561	4.2180	0.715252