2026-04-14T11:26:43Zhttps://uvadoc.uva.es/oai/request

oai:uvadoc.uva.es:10324/821022026-03-06T08:53:54Zcom_10324_1167com_10324_931com_10324_894col_10324_1238

Cacho Pérez, Mariano López Reyes, Pablo Manuel Lorenzana Ibán, Antolín García Terán, José María 2026-01-23T19:53:15Z 2026-01-23T19:53:15Z 2015 Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, Febrero,2014, p 132-137 0213-1315 https://uvadoc.uva.es/handle/10324/82102 10.1016/j.rimni.2014.02.004 132 2 137 Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería 31 The evaluation of the maximum level of load that any 2D framed structure can undergo, before plastic collapse or buckling, is addressed in this paper. The analytical approach, based on a beam element with elastic behaviour except on its ends, uses an incremental approach to determine when changes appear due to plastic behaviour. When the combination of axial force and bending moment in any cross-section reaches the plastic function, that section is considered to yield suddenly and relative displacements can appear because of the yielding. The model includes the traditional plastic hinge, which only considers relative rotation due to the effect of the bending moment. The sequential loading and yielding reduces the stiffness and stability of the frame, which is computed and compared with the classic plastic methods of analysis. application/pdf spa SCIPEDIA info:eu-repo/semantics/openAccess Pandeo Colapso Grandes desplazamientos Nudos semirrígidos Structural stability in elastoplastic 2D frames info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion SI