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

Table 1

Williams frame numerical results.

Solution method (semirigid)	LS	ktotal	kav	t(s)
PP	27	29	1.0741	0.175694
NR	36	72	2.0000	0.208535
MNR	36	72	2.0000	0.187576