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Dynamic analysis of three-dimensional frames with material and geometric nonlinearities / M. Schachter in Journal of structural engineering, Vol. 137 N° 2 (Fevrier 2011) 

Public ISBD [article]  in Journal of structural engineering > Vol. 137 N° 2 (Fevrier 2011) . - pp. 207-219 Titre : Dynamic analysis of three-dimensional frames with material and geometric nonlinearities Type de document : texte imprimé Auteurs : M. Schachter, Auteur ; Reinhorn, A. M., Auteur Année de publication : 2011 Article en page(s) : pp. 207-219 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Dynamic  analysis  Material  nonlinearities  Geometric  nonlinearities  Corotational  approach  State  space  approach Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The dynamic analysis of inelastic structures with geometric nonlinearities experiencing large deformations and buckling is challenging, in particular, if three-dimensional space effects are considered. This paper introduces a new formulation of a three-dimensional beam-column element and the associated analysis of the global frame system using a corotational approach formulated in the state space. The corotational approach may allow uncoupling of the local large deformations and inelastic buckling of the element from the large deformation of the global system. Shaking table testing performed by the authors on a steel frame model structure provides benchmark information for comparison with the proposed analytical formulation. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v137/i2/p207_s1?isAuthorized=no [article] Dynamic analysis of three-dimensional frames with material and geometric nonlinearities [texte imprimé] / M. Schachter, Auteur ; Reinhorn, A. M., Auteur . - 2011 . - pp. 207-219. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 137 N° 2 (Fevrier 2011) . - pp. 207-219 Mots-clés : Dynamic  analysis  Material  nonlinearities  Geometric  nonlinearities  Corotational  approach  State  space  approach Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The dynamic analysis of inelastic structures with geometric nonlinearities experiencing large deformations and buckling is challenging, in particular, if three-dimensional space effects are considered. This paper introduces a new formulation of a three-dimensional beam-column element and the associated analysis of the global frame system using a corotational approach formulated in the state space. The corotational approach may allow uncoupling of the local large deformations and inelastic buckling of the element from the large deformation of the global system. Shaking table testing performed by the authors on a steel frame model structure provides benchmark information for comparison with the proposed analytical formulation. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v137/i2/p207_s1?isAuthorized=no