Auteur J. Dario Aristizabal-Ochoa
Documents disponibles écrits par cet auteur (6)
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Article : texte imprimé
J. Dario Aristizabal-Ochoa, Auteur ; Dewey H. Hodges, Éditeur scientifique |Stability equations that evaluate the elastic critical load of columns in any type of construction with sidesway uninhibited, partially inhibited, and totally inhibited including the effects of bending and shear deformations are derived in a cla[...]
Article : texte imprimé
J. Dario Aristizabal-Ochoa, Auteur |The authors presented an analytical model that, as indicated by the title, can be used to determine the second-order response of plane frames with one element par member.
Article : texte imprimé
J. Dario Aristizabal-Ochoa, Auteur |The free vibration analysis of asymmetrical three-dimensional (3D) uniform shear beam-columns with generalized boundary conditions (semirigid flexural and torsional restraints, lateral bracings, and lumped masses at both ends) subjected to an ec[...]
Article : texte imprimé
David G. Zapata-Medina, Auteur ; Luis G. Arboleda-Monsalve, Auteur ; J. Dario Aristizabal-Ochoa, Auteur |The static stability analysis of two-dimensional Timoshenko columns weakened at an arbitrary section is derived in a classic manner. The effects of shear deformations along the column, influenced by the additional shear force induced by the appl[...]
Article : texte imprimé
Stability criteria that evaluate the effects of combined conservative and nonconservative end axial forces on the elastic divergence buckling load of prismatic beam-columns with semirigid connections is presented using the classic static equilib[...]
Article : texte imprimé
J. Dario Aristizabal-Ochoa, Auteur ; Ghanem, Roger G., Éditeur scientifique |The main objective of this publication is to derive, in a classic manner, the characteristic equations for the undamped natural frequencies and the corresponding modes of vibration of a two-dimensional (2D) Timoshenko beam–column with generalize[...]
