Auteur Aristizábal-Ochoa, Darío J.
Documents disponibles écrits par cet auteur (5)
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Aristizábal-Ochoa, Darío J., Auteur |The dynamic modal analysis (i.e., the natural frequencies, modes of vibration, generalized masses, and modal participation factors) and static stability (i.e., critical loads and buckling modes) of two-dimensional (2D) cantilever shear buildings[...]
Article : texte imprimé
Carlos Vega-Posada, Auteur ; Mauricio Areiza-Hurtado, Auteur ; Aristizábal-Ochoa, Darío J., Auteur |The large-deflection analysis and postbuckling behavior of laterally braced or unbraced slender beam columns of symmetrical cross section subjected to end loads (forces and moments) with both ends partially restrained against rotation including [...]
Article : texte imprimé
Carlos Vega-Posada, Auteur ; Mauricio Areiza-Hurtado, Auteur ; Aristizábal-Ochoa, Darío J., Auteur |The large-deflection analysis and postbuckling behavior of laterally braced or unbraced slender beam columns of symmetrical cross section subjected to end loads (forces and moments) with both ends partially restrained against rotation including [...]
Article : texte imprimé
Aristizábal-Ochoa, Darío J., Auteur ; Hahn, Guillermo D., Éditeur scientifique |The Large-deflection elastic analysis of slender beam-columns of symmetrical cross sections with semirigid connections under end loads (forces and moments) including the effects of out-of-plumbness is developed in a classical manner. The classic[...]
Article : texte imprimé
Aristizábal-Ochoa, Darío J., Auteur ; Hayder A. Rasheed, Éditeur scientifique |The stability and second-order analyses of three-dimensional (3D) multicolumns systems including the effects of shear deformations along the span of each column are presented in a condensed manner. This formulation is an extension to an algorith[...]
