Research Article
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 |
|
|